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3005 Eagandale Pl Use BLUE or BLACK Ink For Office Use Permit non City of EaV I I I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 I r I I Date Received: ~ l I Phone: (651) 675-5675 I Fax: (651) 675-5694 staff: - - - - - - - - - - - - - - - - J 2011 MECHANICAL PERMIT APPLICATION Date: /n /61~ Site A ress: <f0kM\/46 ~)y Tenant: (OMCAQ Suite RESIDENT / OWNER Name: - Phone: Address / City / Zip: CONTRACTOR Name: &~t/ ~ h a 6---sk-TJCIO L,4 V_R_e(.4icense ~ Address: S~. y 1--ZL F\,\ 1. " 111ul City: State: 1A Zip: 553~ Phone: 612 221 655 1- Contact: (_cpt'ry Email: TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: NOTE:. Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement _ Air Conditioner Install Piping _ Processed Air Exchanger AY0_ WIT14 Gas X Exterior HVAC Unit H ump tKS ~ (w Under / Above ground Tank Install Remove) t t , " When installing/removing tank(s), call for inspection by Fire Other E. • ik~~ ~"e_ Marshal and Plumbing Inspector RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $95.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: /►~~ll $75.00 Underground tank installation/removal OR Contract Value $ 0~V _ IJ_Jx 1% $55.00 Minimum (includes State Surcharge) Permit Fee - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee Surcharge (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) ~ S G~ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x a Y c9 ®ir e, Applicant's Printed Name Ap-T~ plicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough In _Air Test Gas Service Test in-floor Heat Final Exterior HVAC Screening Inspection Use BLUE or BLACK Ink I-----------------i I For Office Use I I mo/ --71 City of EaRii I Permit 3830 Pilot Knob Road j Permit Fee: Eagan MN 55122 i Date Received: Phone: (651) 675-6675 Fax: (651) 675-5694 I Staff: I 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: 3_ / -720 / Site Address: 3(--)C)5 q y oa {'1 M J~17-1 Tenant Name: C K T C K (Tenant is: New I Existing) Suite Former Tenant: PROPERTY OWNER Name: i 11 C Phone: Address / City / Zip: .~53, J ~Gln i -z o, f a cS Applicant is: Owner Contractor ^ l_ t• J TYPE OF WORK Description of work: RE'7ti~ (►'\C~ 1 i1d~~ts? (1C) h~dr . Cif ~11 t16t Construction Cost: (I duo MI CONTRACTOR Named NU C, aY uI i uck oo F j_ n e- License* 2- U 1?? Address: q .3C~1 vti J City: ~A ~ ~7) n State: _ Zip: 5-'DU ` Phone: If) i Z-- ° 121 (0 w a Contact: 1r Email::5VAeO OV1S1-V U C4-10r190 et Z F ra Yle+ ARCHITECT / Name: 1 v IA- Registration ENGINEER Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: NIA- Phone NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (661) 464-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.goopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x~ h" e h1 Llher i ~ Applicants Printed Name Ilcarifs Signature Page 1 of 3 CITY OF EAGAN 3830 Pilot Knob Rosd, P.O. Box 21•199, Esgan, MN 55121 PHONE: 4548100 QUILDING PERMIT Rece+pt # -p_ l_ -_J L-_ . . ...`."sl!'::t.l.V??_? ?i_.._ /?_._ .1.7 . t L . A . SiteAddrasa PLA.:.;. Lot Block - Sec/Sub. ?J?•.?''?I•,?3A Pa?cel No. ?• ,1 <: l: 1 ? ? Name CC! ? Addras -- --- 542-y o? u? ? 4 BLDG ,:ORP Erect LJ Remodel ? Rapsir ? Enls?ge ? Move ? Demolish ? Grade ? OccupaneY - Zoning Type of Const. No. Storias _ Length Depth Sq. Ft. Addreu /Sssessment City Phone -844 4 Water b Sew. Police Nams Fin nddroa ? Enp, ?c City Phone Plonrrr Co il Pertnit Surcha rye Plen Review. SNC Wuter Com, i Woter Meter ? unc Rood Unif ? 1 hercby alcrwwledpo that 1 haw rood this application and stote tFwt Bldg. Off. Psrks the iniwmotion is correct and ogree to comply with oll opplicable Stoh of Minnesoro Stotutes and City of Eoqan Ordinonus. APC Total Var. Date Siqnoturo of Pennittu " A Bulldinq Perm1t is isswd fo: . , t < on tIN expreas Conditlon tlwt di work sholl be dorn in acoordanwA with oll opplioablo 5tate of AAtnnaota Statutes and City of Eopon Oidinoncet. Buildieq Offieiol ? Pwmit No. Pwmk HoWw Do" Tala hone x Plumbiry H_1fA.C. ENetrie $ottemr (nspection Data Insp. Other Foot?ngs S 5 Foun tion S?X S Q?a?'D 1r /Y++?"s'3.?-t y Fnminp Roofing ?3'?iClo'T-gs- Roud+Plb4 Rouph HVA _2 ? y -zS-?s' 6 ;t?•8Y Inwl,tion ++?' Finsl Plbp. Final HVAC Final CMt/Ooe. Water Dewibo Location: Ylfsll SevNr Pr. Disp. t. 1, S ' CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21•199, Eagsn, MN 55121 'PHONE:454-8100 BUfLDING PERMIT Recelpt # To M wed fa Est. Vciue Dete 19 Slte Addreas -30 05 Erect ? Occupancy lot Block Sec/Sub Remodel ? toning Parcel No . • Repair ? Type of Const. . Addltion ? No. Storiea N m Move ? Length ? a e Address ? U Demolish Int Im ? ? Depth F pc Sq. t. City Phone Install O 19 Neme ?? Addresa Citv Phone Neme I he?eby acknowledqs thot i haw road this applicotion ond srote thct tFw inlormation is tarcect oM ogree to comply with oll appliwble Swte of Minrnsoto Statutes and City of Eayon Ordinances. Siqnoturo of Pennittes ? A Buildinq Permit Is Issued to: oll work sholl be dorw in octordance with oll cpplicoble StoM of Mir 9ulldirq pificiol Assessment Woter 3 $ew. Pol ice Flm Eny. Plonner Countil Bldg. Off. APC Var. Date Permit Surcharge Plan Review SAC _ weter Conn. 2401.00 Water Meter Road Unlt Tr. PI. Perks ' Total _ on the exprets tor?dltion thot City o? Eaqan Ordinonces. _ . Pwmit No. Pwmit Hokkr Dob TNsphons r?umbing ?? ??- 3" b Ys = o?a ??? • P 5 I o3 7 4l ?o?S- 0?? E?e ?3q Li? ? r ? -1 !a c-, sOft«M. Irapsetion Datt Insp. OthK t lcta ze fZ9 Footinys II Foundation Framinp ? RooHn9 Rough Plbp. 7/- - - ? - •• ?. ? ?- -c ?- i ROYQh Hl9. l insul. Finplece 9- - 9- ? ? Final Ht9. Flnal Plbg. - 2 Final - - / - c..voc c,0 w.e.. weu 9-?3 -?S ? Sewsr 9 P 4-il?? tvB? Pr. Disp. / Reoeipt ' ANICAL PERMIT MECH Permit No. CITY OP'EA(aA11T FN f/ll in numbeied spwa S/C TyPe or Print legibly Tot =% r--;;•Y } 1. Oate 2. Instsllation Cost 3 J b Add ? ?. "- tBlk Tractc? L resa . o . o ? 4. Owner ?k 5. Contractor Phone 6. Address 7. City J-lU State Zip 8. Building Type: Residential O Commercial 11 Institutional O 9. Work Descriptian: New El Add O Alter ? Repair ? 10. Describe ? r.?.•= ? ?.•r -? . Fuel Type i 11. No, EaOwlant STU - M. Ea. No. EQUioment CFM ? Foroed Air Air Handlin : g Mfg. Boilers ? ? •, ? Mech. Exhaust - nn fa. Unit Heater Mfg. Other ..:- Air Cond. Mfg. ' • ?? Gas, Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : %, - ?• ? _ for Rough F inel Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 Roaipt MECHANICAL PERMIT - CITY OF EAGAN Fill fn numbsred spacat Type or Prin[ lepib/y ; 1. Date 2. Inatallation Cost Psrmit No. FM S/C O Tot .> - ??n -? ct".14L 3. Job Address I - .fr6?t » -•'Yy- , - - , .i 4. Ownar +J 5. Contractor ^\)o C?d Phone ?)1'1S ?. 6. Address ? X-1 ?..? ? -- ?? 7. City State ! V) Zip . ?? 8. Building Type: Residential O Commerciel )g? Institutional O 9. Work Description: NewA Add ? Alter ? Repair ? ? ?T (? * 10. Deacribe Fuel Type ' h> 11 No. EqujpIDepi BTU?.M. Ea. Forced Air Eouipment CFM Ai H dli Mfg. r an ng: ? Boilera .5 : ?:5??'?? •-, Mfg.`-???; Mech. Exhaust Unit Heater Mfg. M Other Air Cond. Mfg. ? ! Gas, Piping Outlets 12. I hereby certify that the above information is true and correct, and I agres to comply_ with all ordinances and. codes gpverning this type of work. Signed : ?'•'4- n, for Raugh Final Inspections: Oate Insp. ' Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-8100 ? ? ? `? ?S ? ?' ? ?- ? ?'S ??I ?' °-? ?-?o •SS ?(-' Receipt ? ::.? _ PWIIABING PERMIT Permit No. ' ` CITY OF EAGAN Fee Fi!l in numbered spaces S/C Type or Print legibly Tot i . 1. Date 2. installation Cost 3. Job Address,' Lot ?? Blk. Tract I ;''1 c. • I 4. Owner 5. Contractor % Phone - ?` 6. Address . i 7. City State 1 fZip 8. BuildingType: Residential ? Commercial_R Institutional O 9. Work Description: New Add ? Alter 0 Repair ? 10. Describe 11. No. Fixtures Water Closet No. Fixtures Cesspool/Drainfield - Bath tu6s Septic Tank Lavatory Softner Shower Well Kitchen 5ink Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. I hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : . ;: -. • for Rough Final Inspections: Date Insp, Date Insp. This is your per-miF when n? e?l and approved. Approved l:?!-`? r' .• --CiTY OF EAGAN 454-8100 INSPECTION RECORD CIT-G-OF EAGAN PERMIT TYPE: :'i +' I' I Ni, ?2830 Pilot Knob Road Permit Number: '0 11 Eagan, MinneSOta 55122-1897 Date Issued: ??' • ? % { ? ? `' `? (612) 681-4675 I I I 1 . . SITE ADDRESS: APPUCANT: • , , . ? ? i , , ? ?? I!I1 !?.`pi IMI ; li?{ ? .•,;t <'E?51?1 r _ i PERJNIT SUBTYPE:TYPE OF WORK: RF I7A i R flF'?C.+tiNf(oN Rf'•- rnr , f'AINi M I t 11fIVE Sill(NI, ANCI 17F.f'i At:f . I'A1NT fRtM ,114, 770 SHPRMAtJ NiFIIFF7. Of NVFk, ('(1 F L . Kf'pNANI' AH1'.'HI7 Fr. T PHOMh U303r19J RN:'0 i . ? Permit Holder Date Telephone p PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS corvouCnvirr TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL Please print ? / v v t? 2S U) 0 U v SlGN PERMIT City of Eagen 3830 Pilot Knob Road Eagen, MN 55122 454-8100 LEGAL OR SIGN ADDRESS CO. OWNER PERMIT ? r y RECEIPT # k L i . r C. DATE TEMP ADVERTISING ADVERTISING BUILDING - - J('?aR-OUND SIGN ZIP SIZE OF SIGN AREA ? X - SQ. FT. SETBACK FRONT ___FT. SIDE FT. ERECTOR I-- TYPE OF I?/ LIGHTING I! i. L iC1.- ATfACH DRAWING OF PROPOSED SIGN. ATTACH LETTER OF PERMISSION FROM PROPERTY OWNER IF APPLICABLE. ALl SIGNS OVER 7' TALL REQUIRE CONDITIONAL USE PERMIT. APPROVED BY: " DATE: ADDRESS ? ZIP PHONE# FEE -' X IF RECEIPT REQUIFiED, MAIL TO: ? Fc.f G, - /t /< U I HEARBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE INFORMATION IS CORRECT AND AGREE TO COMPLY WITH THE EAGAN, MN LAWS REGULATING SIGN CONSTRUCTION AND PLACEMENT. SIGNATURE OF APPLICANT ` r ± S1GN PERMIT PERMIT # ?- ? --?- Please,Print: City of Eagan • ? ?' ( f ` ` 3830 Pilot Knob Road RECEIPT # - -- - Eagan, MN 55122 ?? 4 4 1 DATE ? -- -8 5 00 LEGAL OR SIGN ADDRESS _ ?v?'-' ? ? c• ?r? /? f-``G c? TEMP ADVERTISING ADVERTISING -= ..+ ? • ? ? y ? ? . S?'5 ?? ? BUILDING SIGN ftNER: ADDRESS ZIP ;. . (L PYLON GROUND PROPER7Y OWNER ADDRESS ZIP _ c , .a `- h -, G < ? . • ? {__?? , ? ? PHONE# ? FEE SIZE OF SIGN AREA X 312 SO. FT. IF RECEIPT REQUIRED, MAIL TO: r?> SETBACK FRONT ' v FT. SIDE FT. REAR ERECTOR I HEARBY ACKNOWLEDGE THAT I HAVE TYPE OF LIGHTING ; ATTACH DRAWING OF PROPOSED SIGN. ATiACH LETTER OF PERMISSION FROM PFiOPERTY OWNER IF APPLICABLE ALl SIGNS OVER 7' TALL REQUIRE CONDITIONAL USE PERMIT. h . -. APPROVED BY: ' ?42 DATE:._: READ THIS APPLICATION AND STATE 7HAT THE INFORMATION IS CORRECT AND AGREE TO COMPLY WITH THE EAGAN, MN LAWS REGULATING SIGN CONSTRUCTION AND PLACEMENT. i !c . •?? - r l SIGNATURE OF APPLICANT . . . , . .. ? Please,Print: LEGAL OR , SIGN ADDRESS ? ?- ?- ` SIGN SIZE OF SIGN ?X_ M SlGN PERMIT City of Esgan 3830 Pilot Knob Road Eagan, MN 55122 454-8100 PERMIT # !v . -- ? RECEIPT # ?/- - G / oarE ?Zc- TEMP ADVERTISING ADVERTISING ? `- BUILDING ADDRESS ZIP PYLON GROUND SIGN ADORESS ZIP - PHONE# FEE AREA J? SO. FT. IF RECEIPT REGIUIRED, MAIL TO: SETBACK - _ ?-- •? L ? Ep?, . ? ! /? FRONT FT. SIDE FT. REAR _ J I ERECTOR 4J` ?? ? '? I HEARBY ACKNOWLEDGE THAT I HAVE ` TYPE OF r'J READ THIS APPLICATION AND STATE LIGHTING e, ??- THAT THE INFORMATION IS CORRECT AND AGREE TO COMPLY WITH THE ATTACH DRAWING OF PROPOSED SIGN. ATTACH LETTER OF PERMISSION EAGAN, MN LAWS REGULATING SIGN FROM PROPERTY OWNER IF APPLICABLE ALL SIGNS OVER 7' TALL REQUIRE CONDITIONAL USE PERMIT. CONSTRUCTION AND PLACEMENT. APPROVED BY: DATE: SIGNATURE OF APPLICAhlT w,lce st 0: ertnlt Depoalt: idsr No.. Fee: Im b eemplr wMU !Iw Cif?r??i Surd?orps: I?M?. ? .f. f??. ? ' S C" ?lC. U10T?S: 11. . , ? Totol: •i 7 1- e 7' + , . Doft Paid: No.. !o eompip wMU !Iw CMp oi Empw OF EAGAN Pilot Knob Road Box 21199 i, MN 55127 WATER SERVICE PERMR PERMIT NO.: DATE: , ` . No. of Units: Cflnnettion CFwrps: Aooount Deposit: _ Pertnit Fee: Surchorye: Mlsc. Chonpea: _ Totol: DoM Poid: 5/$"$y'p888 geL@? - SEWER SERVICE PERIWT PFGAAIT AlI1. . , r. c_ ipr N asmly wilh !IM Cily d EePw ConnecHon ChorQe: /lccouM DepoBf: PermFf Fes: Surchorpe: ,.. ? Misc. CMrpe:: Total: Dcft Pbid: CITY OF EAGAN Remarks Addit.ion EAGAnALE LEMAY LAKE 1ST Lot 1 Rlk 2 Parcel 10 22525 010 02 Owner A A 4a street State p'an, M1?T 55121 i - Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1970 pa1d und r orio?nal l arcel SEWERLATERAL WATERMAIN WATER LATERAL WATER AREA 1977 ' d unde OT'1 C21 STORM SEW TRK STORM SEW LAT CURB & GUTTER ' SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PAR K # ----- POOL BLDG. VALUATION INCLUDED ON- 3039 & 3041 EAGANUALE PLACFCI7y OF EAGAN `APT. PERMITS N2 112 9 9 ( 2-POOL BLDGS )` ,383"Not Knob Road, P.O. Box 21•199, Eagao, MN 55727 BUILDING PERMIT PHONE: 454-8100 Receipt # 5 POOL BLDGS & Te M wad hr SWIM POOL Est. Yalue $16,000 pOte NOVEMBER 14 19 85 SiteAddren 3005 EAGANDALE PL Erect ? occupxncy Lot 1 Block 2 Sec/Sub. EAGANDALE LE YRemodel ? Zoning Repair ? Type of Const. Parcel No. T.AKF. 1 S Addition ? Na. Stories BOR-SON CONSTRUCTION Move ? Lenqth ? Name Demolish ? Depth Address 2001 KILLEBREW DR int Impc ? Sq. Ft. City MPLS Phone Install Ex N DOLPHIN POOL & PATIO Anvrorols Feea ffi -- eme g? Address 3405 CTY RD 18 ? City PLYMOUTH phone 542-9000 ?uW Name Addrass tuz. City Phone I hereby ocknowledqe thut 1 hove read fhis apDlicofion and state thaf fhe inlormation is corrett and ogree to comply with all apDlicable Stofe of MinnewtaSroNtes an C"t ? of Eogon Ordrw c s. Sipnoture of Permittea ?"" A Building Permit iz iuued to: DOLPHIN PQ L& Pl OII work shall be done in acrnrdante wifh 15r7 bla Sta ot ir Buildirg OHiciol A Asxssment Peimit $116.50 Woter & Sew. SUrCherge 8.0 0 Police S Plan Review 58.2 Fira SAC Erg. WeterConn. Plonner Water Mater Council RoaE Unit BIdg.Off. 11/14I 57r, pl. APC Parks Var. Date COpi¢s __ IB2__ 75 Ip T . Total on the axpress conditlon Ihot wto Statutes ond Ciry o( Eoqan Ordincnces. CITY OF EAGAN N2 1014 9 • 3830 Pilot Krro6 Road, P.O. Box 21-799, Eagan, MN 55121 PHONE: 4548100 BUILDING PERMIT Receipt # Te be owd fx FOUNDATION Est, Value Oote APRIL 26 19 85 SiteAddrea 3005 EAGAN?ALE PLACE Erect ER Ocapancy ? EAGANDALE LEMAY Lot 1 Block 2 eclSub Remodel ? Zoning . LARE ]. $T Parcel No Repair ? Type of Const. . Enlarge ? No. Storiea . . HEARLY RAMME CO Name Move ? i h ? D Len9th h ? Addrns 10301 SO CEDAR LR RD amol e Grede ? Dept sy. Ft. Citv MTKA phone 542-9233 Instan ? BORSON BLDG CORP Avnrovab Faae }? Name ? q?res= 2001 KILLEBREW DR s? City BLMTN Phona 854-8444 VW IName ARVTiI RT.NF.RQ AR(?[ gW _? q?me 510 1ST AVE SO ?i.Z. City MPLS phone 339-5508 1 hereby acknowladpe thm I haw reod this upDlication and stote thot the informotion is torrect cnd oqree to camply with all opplitable Srota of Minnewta Srotutea Ciry of Eugan Or? nms. Sipnofun of Permittae clt? A Building Permit Is isswd to: BORSON BLD ARCH all work zhall be dons in occordenee with yN?ooolim6le State of L?f? Assessment _ Water 8 Sew. Police firo Enp. Plannar Council Bldg.Off. Q 25 $rJ APC Ver. Dete Pertnir S 1 5_ 00 Surchar0e Plan Reviaw SAC Water Conn. Woter Meter Rood Unit Parks 7otai $ 15.00 _ on tha axpmn condltion tMt ord Ciry of Eapan Ordinoncas. Buildirp OlfiNol (60-UNITS) BUILDING PERMIT CITY OF EAGAN Pilot knob Road, P.O. Box 21-199, Eagan, MN 55721 PHONE: 4548100 APARTMENTS $2,100, N_ 10336 Receipt W.. JUNE 5 ,0 85 SimAddreu 3005 EAGANDALE PLACE Lot I? Block2_sec/Sub. EAGANDALE LEMAY Parcel No. LAKE FIRST W Narrme HEALEY RAMME CO ? qddms 10301 SO CEDAR LAKE RD City MTKA phone 542-9233 Name BOR-SON BUILDING qddms$ 2001 KTLL•ESRF.W flR ? City BLMTN Phone 854-R444 FW Name ?VID ELNESS _? A?,ab 510 1ST AVF. NO ?W Citr MPLS phone 339-5508 I hereby ackrwwledge rhat I heva reod this eppliwtion ond stare that the inlormufion is correcf end ogree to comply with oll opplicable State of Minnewro Stntutas ond Gty of Ea/gfan//Ordinancas. Sipnaturo of PermiMee ^ ^ ^ ? A Building Permif Is issued to: BVit-S oll work sholl he dons in xcordanee with uil Buildirq Offitiol Erea 5t Ompeney Rl/Bl Remodel ? Zoning Rq Repair ? Type of Const? I pR Addition ? No. Storiea -1 Move ? Length_340 Demolish ? Depth 62 Int ImOr. ? Sq, Ft. 04 , 000 Install ? , Aootorah F*et Assessment Water S Sew. Palice Firo PEIO nar Coundl BIdg.Off. 6/3/8 5 APC Var. Date Permit ? Dq3J.VU Surcharge 930.00 wen Review 2716 _ 50 snc 25200 _ 00 waterConn.24000 _00 WaterMeter NJA RoadUnit 1144fl !lp Tr.PL FiA 6 (1-(10 Patks 1 6 6 R 0_ fl Q Coples 753T75-975 O Total _ on fhe exprea caditlon Ihor Ciry o7 Eapon Ordinoncat. -7 9e74P `` 2007 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for. commercial/industrial buildings multi-faznily buildin s when se arate eanits are not re uired for each dwellin unit 110.60 Date _'2_ / 3,1 / 7 Site Street Address G'llJ? 44k,45 ?Op? f'?dA,UA4L-5_ /?L Unit# '?E1L// L? Tenant Name (if applicable) ' Previous Teuant Name Property Owner 2?14?V'/1.(o L/L- ?(' Telephoue Contractor '/ ? N /L /r J ? $treet Address "74pr?,3 C'r.?/V?A aA - A t* City 04"? _r State 10N Zip Telephone#(6,5/) :P0' Bond #: ,?) -,7 7?6,6&jj Expires: ? jD - ?)d 0/ The Applicant is _ Owner /X_ Contractor _ Other Work Type New Construction Interior Improvement Processed _Gas Euterior HVAC Unit" Install Piping _ _ _ *?HVAC units mus[ be screened Under/Above ground Tank Install Remove V?hen installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector - NaNre of Work: Pv I ? Z- Ae ?Z ?6411- LJ/N' G?' Permlt Fees 570.50 Underground tank installation/removal $50.50 Minimum (includes State Surchar ge) or Con[ract Value $ ? cm raO x 1% _ $ Penni[ Fee $ State Surcharge . To calculatesurcharge If Permit Fee is less than $1,000, surcharge is 50 cents. If Permit Fee is> $1,000, suroharge increases by $-50 for each $1,000 Pecmit Fee (i.e. a 51,001-52,000 Pefmit Fee requires a $1.00 surcharge). $ Total Fee I hereby acknowledge that this information is wmplete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagao and with the Mechanical Codes; that I understand this is not a permit, but only an application for a peanit, and work is not to start wi[hout a permit; that [he work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. r? A plicanYs Printed Name Applican['s Signature Approved By: Inspector Date: Required Inspections: _ U.G. - R.I. - Air Test - Gas Service Test - Infloor Heat - Final Y ? ? s :. ? 1 . 1 1: , ? ?m ' . ?vkk o ? ?4 .. •? ? ? ? ?ti ?+ ?? ? .?. '? •', ? Ms ? ?' e O ? ? i M` ,O • df ? t(? ? ? ? - s At,? 0 , .. . c i , . s?4a , .•r`+b : _ ` ' . ??} ? " . *4? ee??• \ - ? .. - . _ ? r? .?d+ _ 3 _ vy _ • ?y, . - . . 7. •y. : '- .'r ?' ?. ' . . . . .. _ . ---- _ - • _ A, Y4 a..? .. - _-t+'. .?Y ?t? 's.1?i.?cY._ v . Y.i.J.:_ ._ . .. . _ . ? i? -a '''Z ? ? ? ?? • Civil Plans • Certficate of Survey • CodeAnalysis • Project Specs • Spec. Insp. & 7esting Schedule •` • Soils RepoA • Meter size must be established 1 1 1 y 1 1 2005 COMMERCIAL BUILDING PERMIT APPLICATION City'Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone 9 651-675-5675 FAX 9 651-675-5694 (2) sefs I • Architectural Plans (Z) • Slrudural Plans (t) C . ivil Plans (1) *' . Landscaping Plans (1) • CodeAnarysis . Certificate of Survey (1) • Spec. Insp. & Testing Schedule • Meter size must be established • SACdetertnination-ca11651-6D2-7000 ? f ?jt, ?sa s/23 (2) sets • Architedural Plans (2) sets (2) • CodeAnatysis (1) " (2) . ProjectSpecs (1) (2) • Key Plan (1) (1) . Master Exit Plan (i) (1) • Energy Calculations (1) not always" (7) " • Elac. Power & tighting Form (i) not always" - Meter s"v_e must be established--if applicable • ProjectSpecs (1) . EnergyCalculations (1) " - 1 • Electric Power 6 Lighting Form (1) " 1 . Master Ex@ Plan (1) d • Emergency Response SRe Plan (1) • Soils RepoA (1) l • SAC detennination • ca11651•602-1 000 • SAC determination - call 651-602-1000 . , Call MN Dept of Health a[ 65 L215-070D for details regarding food & beverage or lodging facilil *• Contact Building Inspections for sample and if required *'* Peanit for new building or addition will no[ 6e processed without Emergency Response Site Plan. Date 5 / q / 0_9? Construction Cost // r' Site Address Wns- Fa Unit/Ste # Tenant Name Former Tenant Name Description oF Work C? d-- r____ ? 7 o- 1 I 1 J "? ? -? I ? - j ? Property Owner , iephone # ( (p5I :,NY 4 ZOUb I I,•I fj,,?? ? Contractor Address c7\ ?? City State /? ?I ?1 `1(l? Zip Jfelephone #( joC_),) S L?"? Y3(7 I? Arch/Engr _11I 40) n Q Registration # Address City State Zip Telephone # ( ) Licensed plumber installing new sewer/water service: Phone #: ? M I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the wark will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. S,4-?ti ? V ???1 G?S ^ ApplicanYs Print d Name • Applican s Sign ture Sub Types ? Ol Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement OFFICE USE ONLY ? 26 Public Facility ' ? 30 Accessory Building V 27 Commercial/Industrial ? 32 Ext Alt Apartments ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 29 Antennae ? 35 Ext Alt-Public Facility D ? 37 Nail Salon E'c?-s u- r- ?'r- 0 o T' ? 35 Int Improvement ? 38 Demolish (Inferior) ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 37 Demolish (Bldg)' ? 43 Reroof •Demolition (Entire Bldg only) - Give PCA handout to applicant , ? 44 Siding ? 45 Fire Repair ? 46 Windows/Doors L /toV Valuation 6 Occupancy ?Z -Z MCES System Census Code L -7 Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs ? Length Fire Sprinklered Type of Const Width Required Inspections _ Footings (new bldg) _ Insulation _ Footings (deck) Final/C.O. _ Footings (addition) ZD Final/No C.O. Foundation Other Drain Tile )o Roof '>? Ice Pr _ Decking _ Insul >0 Final _ Pool _ Ftgs _ Air/Gas Tests _ Final {J Framing Siding _ Stucco _ Stone _ Fireplace _ R.I. _ Air Test _ _ Final _ Windows Approved By: Planning Base Fee Surcharge Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total ------------ S ?i - } S uGr. Building Inspector o° z85- F? ,?::, : Rayco Construction, Inca .?"m •?m •5 ?"' T? C3 211 St. Anthony Parkway ' Minneapolis, MN 55418 Phone: (672) 781-6092 • MN License#3395 • Fax: (612) 781-8778 Q.r--J?0-7 PROPOSAL SUBMITTED TO: DESCRIPTION OF JOB: #1669 PHONE: (651) 454-5383 BALCONY REPLACEMENT: JAYME LONDONO FAX: (651) 454-0033 LEMAY LAKE APARTMENTS LEMAY LAKE APARTMENTS 3005 EAGANDALE PLACE 3005 EAGANDALE PLACE EAGAN, MN EAGAN, MN 55131 DATE: 12/74R BASED ON THE SPECIFICATIONS SET FORTH BY PINNACLE ONE, DATED JUNE 11, 2003, WE PROPOSE TO FURNISH ALL IABOR AND AAATERIAIS NECESSARY TO REPLACE ALL NINETEEN (19) BALCONIES AT THE ABOVE PROPERTY LOCATIOPf. BALCONY RE8UIL0: t) COMPLETELY TEAR OFF THE EXISTING BALCONIES DOWN TO THE PLYWOOD DECKING. 2) INSTALL A NEW, CALD PROCESS ROOF SYSTEAA. 3) REBUILD NEW BALCONIES ACCOROING TO THE CUSTOMER'S SPECIFICATIONS USING A BROCK VINVL DECK AND RAILING SYSTEM. NOTES: 1) DUE 70 RAPIDLY (NCREASING MKTERIALS PRICES, 7HE PRICING QUOTED IN THIS PROPOSAL CANNOT BE GUARANTEED BEYOND DECEA9BER 31, 2004. 2) MATERIALS WILL BE PRE-PURCHASED AT CURRENT pRICING FOR ALL PROPOSAIS APPROVED PRIOR TO DECEMBER 31, 2004. We hereby propose 4o fumish labor and materials complete in accordance with the above specifications for the Sum Of: $65.118.00 With Payments to be made as foliows: PAYMENY DUE UPON COMPLETION NOTE: This proposal may be withdrawn by Rayco Construction if not accepted wkhin haenty days. ANCE OF PROPO5AL: The above prices, specificatiu as speciBed. Payment wi!1 ba made ss outlineU above. DATE ACCEPTED: SIGNATURE: are satisractorv and are a2 auOaized fi do PRELIMINARY LIEN NOTICE: Any person or company supplying labor or materials for this improvement to your property may fefe a lien againsH your properly if that person or company fs not paid for the contributions. Uoder AAionesota law, you must have the right to pay persons who supplied labor or ma4erials for this improvement dieectly and deduct this aenount frean our contract pHce, or wBthhold the amounts due from us until 120 days after completion of the improvement unless we give you a lien waivee signed by persons who supplied any labor or material for the improvement and who gave you kimely notice. np mamrral rs guaranreaa ro oe as specareo, arro en wanc snex Da perromretl m a pioressronai manner in accaaarice wi7n me aoove spedllceuana N2,atlons ar deWa6ons fiwn dhe ebove syetlRCaWns wdl be metle oMY uPon wnTten drerw adar, aiqnerl by bafh Ray2o aM O?, desaibing the chartge and s[ating whaf, ff any, etltlitional amountls ro Ce paltl bY Ormer. Oxmer assumes tlre rtsk Malncealed or unknown aondIRons, NMudIn9, buf rat tlmftetl to. Ne Presexe W as6esbs, whlch tleleY or imreese fhe aAC oi Raym's peifamaxe. arM Owner$*Mf a9m to WY reamnaMa. add'Aiona/ chaiW resWting from llrose contlilions befae Rayw shall 6e obli9atetl b Owl6iwe pMOmwnce. Rayw is no! MsWsMfe br tle7sYS /eswttM9lrom strike4 bensWhhon 6,auPVOn, xreeNer, exMmfs, metenals slwrmSa. oraflrercavsa56eyroM ils contrd. Raym Is nol responaWe fordamages M Me prerruses resuWng fiom nbtetlon nu58tl nedheDYitS perfomwnce, rrofRUanY mdeMel M conSeWenW darlWas 8fftk9 ouf o18nY enwoimtlasbn in Perfoimexe Dy Reyco. Sriudwal enalysis, ens7mg and hRma mdd aie exduded hom Nris cmr6act uMess odierwlse rroted. All maleAals sheN De 9s Spetified abova, anC eA' waK shaAbelaft+++ed fi e prdessional manner. AB otlrer express w 6nWletl xmrrenlles, lntlutli?9 Ure 1mPhed wanmwas af bNess mtl mernhantabHdS; ere he+e6Y exduded. Owne/a sok rertredy Ior breaeh d enY end atl werrandes bY Reyco whetlrer expessed or impfred shep 6e Lmitetl Eo re0ar a leWacemen4 af Rayoo a nPhm, ofCre poNon W dre xroAc end meterlals, supy'ieC ABleullde/fhet e/9 datermMed t0 be Cefactlve. Owner agrees to PeY atltlitlonal reasonabfa cher9es, Mchift froudY retes Iw ift BqWpmenf /esetlifn9 from tlelays aI Ralm3 PerNrmence ceused r7' Owner or Oxne/s OtlMr contradors. UMess otlreiwise e9wd. PaYumd sha6 be due upon mmple6bn of Ule xo/R M' Rfi'm, aW'mudces shell6e payaWe witlrfn fen (10) days aftermrelpl6y Owner. A servke chalge ot the lesser of tlre marhnum legal 2fe, or one arM on"ep Pe2effl (7.6% month xdl be adtleOfapasttlue RAYCOC 710N, i „ Authorized M?erozvmarewroposalswroaosals -zooa%oean ooe?sw -zooavwO Eaprmaia Piaoe.ea.aa.81.doo Pap I rnz 0 ???? 2-0 CONIMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 f % . 50 Date / 0 / ?Z. / 0 6 Site Address Unit # Tenant Name ? Farmer Tenant Name Property Owner / fhQ/w1 ?G[ Telephone # ( 657) a Y- 3 3 9A Contractor ?c:r??(?d.P J-rQ ? , Address r?() ,/7 6 City ? State M-Yl, Zip Telephone#(9?j? The Applicant is _ Owner Conuactor Other Work Type _ New Bldg Add-on Repau RPZ PVB Irrigation system * * Jer Wabschell ro calculate fees. R uired meter siu is 2" turbo unless smaller siu ermitted b Public Works Description of Work To inquire if Pressure Reducin alve is required on new service, ca11 6 51-67 5-564 6 Met¢rs - Call 651-675-5300 to veri£y that hydrostatic, conductivity, and bacteria [ests passed priar to oickinc op meter Imgatiun Size & Type Avg GPM Fire Size & Price 3!4" disolacement $155 00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No . Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% _$ JA-D Sb Base Fee $ Meter(s) Required on all new buildings & boulevazd irzi aNon systems $ Radio Meter Read If base fee is $1,000 or less, surcM1arge is $.50 $ St3tC SllTC}131'g0 lf base fee is over $1,000, surcharge is $.50 per $1,000 of the Base Fee Following Fees apply only when installing new irrigation system $ Water Pemiit Contact Jerry Wobschall at 657-675-5024 forrequired fee amounts $ Treahnent Plant $ Water Supply & Storage $ State Surcharge --------------------------------- ----------------------------------------------- -------------------------------------------------------------------------------- $ ri O,S-0 Total Fee 1 hereby apply for a Commercial Plumbing Permit arid acknowledge that the informa[ion is comple[e and accurate; that the work will be in confortnance with the ordmances and codes of the Ciry af Eagan and with the Plumbing Codes; that I understand this is not a perznit, but only an application for a pernvt, and work is not to start without a pemiit; that the work wil] be in accordance wi[h the approved plan in the case of work which requires a review and approval of plans. _ ApplicanYs Ptinted Name Applican['s Signature Ab? PAT GEAGAN Mayor PECGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Counci! Mem6ers THOMAS HEDGES Ciry Adminiscnror city oF eagan Mmicipal Cenmr. 3830 Pilot Knob Road Pagary MN 55122-1897 Phone: 65I.675.5000 Farz: 651.675.5012 TDD: 651.454.8535 Muntenanre Faciliry: 3501 Coachman Poini Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.ciryoFeagan.com THE LONE OAK TREE The symbol of sttength and grow[h in our cammuniry October 7. 2003 RAYCO CONSTRUCTION 3801 5TH ST NE COLUMBIA HEIGHTS MN 55421 RE: REFUND OF BUILDING PERMIT #61299 TO WHOM IT MAY CONCERN: This letter is to advise you that Building Permit #61299 has been cancelled and a refund in the amount of $676.25 will be sent to you under separate cover. If you have any questions, please feel free to give me a call at 651-675-5671. 5incerely, ,(? iif ? 9ant,erson Office Supervisor cc: Dale Schoeppner, Chief Building Official CLAIM VOUCHER- REFUND REQUEST CITY OF EAGAN MAKE CHECK PAYABLE TO: RAYCO CONSTRUCTION ADDRESS: 3801 STH ST NE COLUMBIA HEIGHTS MN 55421 PEItMI'P # 61299 RECEIPT #/DATE: 54415 9/17/03 REASON FOR REFUND: PERMIT CANCELLED TYPE OF REFUND: Plumbing Permit Mechanical Pemut Building Permit Fee Plan Review Fee SAC (MC/WS) SAC (Ciry) SAC (Admin) Water Connection Sewer Pemiit Water Pemtit Accoun[ Deposit Water Meter Water Treahnent Water Supply & Storage Surcharge Overpayment Curh Box Deposit ReFund Construction Meter Dep Refund Other - Fire Permit TOTAL VALUATION: $51,000 900L4087 9001.4088 9001.4085 9001.4222 9220.2275 9379.4681 9001.4246 92203865 9220.4532 9220.4507 9220.2252 9220.4509 9220.4685 9220.4680 9001.2195 9001.2250 9220.2253 9220.2254 9001.4096 $ 650.75 $ $ $ $ $ ? $ $ $ $ $ $ 25.50 $ $ $ $ $ 676.25 clare under p nalties of law that this account, claim, or demand is just aod that no part of it has been paid. 10/07/03 IGNATURE DATE 5 441S r0 1 -7lo3_ v ? COMMERCIAL BUII.DING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 / Telephone # 651-675-5675 FAX # 651-675-569 / y- ?-?-? ~~? u Foundation Onl New Buildin Interior Im rovement • Structural Plans ( sets • Architectural Plans (2) sets • Architectural Plans (2) sets . Civil Plans (2) . StrucWral Plans (2) Code Analysis (1) •` • Certificate of Survey (1) • Civil Plans (2) . Project Specs (1) • CodeAnalysis (1) • LandscapingPlans (2) • KeyPlan (1) • Project5pecs (1) • CodeAnalysis (1) " • MasterEytitPlan (1) • Spec. Insp. & Testing Schedule *• Certificate of Survey (1) • Energy Calculatlons (1) not always•• • Soils Report (1) . ec. Insp. R Testlng Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must be established • M er size must be established • Meter size must be established-if applicable 1 j tSpecs • Pro (1 . 1 • Energ Calculations ` . L 1 • Electric r& Lighting Form 1) " 1 1 • MasterEx Plan 1 • Emergency esponse Site Plan (y )"` L 1 • SoilsRepart (1) ' L • SAC determinaUOn - call 651-602-1 000 • SAC determina n- call 651.6 •1000 ' SAC Cetermination - call 659-602-1000 Call MN Uept of Heaith at 651-215-0700 for de[ails regazding fdod & bev ge or lodging facilities. ** Contact Building Inspections for sample and if required when it s s"no always". Pemut for new building or addition will not be processed without er ency Response Site Plan. Date 1 /3/ ? ? l? nstruction Cost SiteAddress ' q ?b t?v1?6t, IIniUSte # Tenan[ Name q, Former enant Name . v Description of Work Property Owner _V1 I.'1w?? L Cz lephone tl Contractor co Address Ci State 7 Zip J aTelephone # ?? c Arch/Engr Registration # Address City State ip '-T"Elgp6one# ( i } 1I ?I 1? I4?f1 ??. ' ?1? •? I il . ? Licensed plum r installing new sewer/water service: t II one #: ,.. _ _. I I hereby ply for a Commercial Building Pernut and acknowledge thatii""e`m`formation is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case af work which requires a review and approval of plans. App? s Printe Name pplicant's Si ature OFFICE USE ONLY Sub Types C Ol Foundation C 14 ApaRments F 15 Lodging L 25 Miscellaneous Work Types ? 31 New ? 32 AddRion ? 33 Alteration ? 34 Replacement valuation S01 6 0 O Census Code f?37 SAC Llnits Nbr. of Units Nbr. of Bldgs Type of Const r . C 26 Public Facility ? 30 Accessory Bldg. C 27 Commercial/Industrial k' 32 Ext Alt - Apts. F 28 Greenhouse ? 34 Ext Alt - Comm. r 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding D 36 Move Bidg. ?/ -42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)* ?43 Reroof ? 46 WindowslDoors *Demolition (EMire Bltlg only) - Give PCA hantlout to applicant Occupancy MC1ES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width REQUIREDINSPECTIONS _ Footings (new bldg) _ Foorings(deck) _ Foorings(addition) Foundarion Drain Tile RooF Ice & Water Final _ Fnming - _ Fireplace _ R.I. _ Air Test _ Final _ Insulauon _ Final/C.O. FinaUNo C.O. _ Plumbing HVAC Other _ Pool _ Ftgs _ Air/Gas Tests _ _ Siding Stucco Stone _ Windows (new/replacement) _ Retaining Wall Approved By & kt- L-- , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other lnS0,7S Total 4 674•a5- : .. CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-22525-010-02 PERMIT PERMITTYPE: BuILoING Permit Number: 033071 Date Issued: 0 8/ 31 / 9 8 3005 EA6ANDALE PL LOT: 1 BLOCK: 2 EAGANDALE LEMAY LAKE 1ST DESCRIPTION: ? ._ RESIDE, 8 u1?1 dinPermit Type B;pi].ding WoY,k Type Census Cod2 ? ' ?. ? ... ? ?... "., „. .. .. PAINT TRIM COMM./IND. MISC. REPAIR 437 ALT. NONRES. .,.. C`.C. ? REMARKS: REMOVE SZDING AND REPLACE. pAINT TRIM. KEPHANT ARCHITECT PHONE #303-832- 4474, 770 SHERMAN STREET, DENVER, CO 80203. FEE SUMMARY: VALUATION $413,000 Bese Fee $2,452.25 Siarcharge $206.50 Total Fee $2,658.75 CeNTRACTOR: "'IPCQ SOUTHEAST INC. 29?5 A DERITA CH RLOT7E NC (704) 598-2690 - Applicant - 25982690 AVE 28269 OWNER: CASA 6ROUP, LLC 2200 POWELL EMORYVSLIE (510)420-3206 ST, STE 1125 CA 94608 Z hereby acknowledge that T Have reacl this applicat:iean and staCe that the information is correct and a4ree to comply with all appli'cable Stats of Mn. Statutes and City of Eagan Drd3nances.? ? APPIICANT/PERMITEE SIGNATURE ISSUED BV: SIGNATURE • • Y 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAtiAN ? 33 0'? ? 681-4675 Submit followina to obtain necessarv oermit Name:_?,/?SQ C7M"e '(.-tC. e/UlAOzW;k Wr . s. f?P.?' hone #: Last First Foundation Onl New Construction Interior Im rovement strudural plans (2 sets) archdecturel plans (2 sets) archttectural plans (2 sets) civil plana (2 sets) structural plans (2 sets) code analysis (1) " code enalysis (1) " civil plans (2 sets) projed specs (1 set) soils report (1) landspping plans (2 seta) Key Plan projectspecs (1) codeanatysis (t) ° energycalwlations (1)nolaNrays" Spedal Inspeetions 8 Testing Schedule " aoils report (1) EleCric Power & Llghting Fortn (7) not aM2ys " SAC detertnination letter from MCANS - SAC detertninatian letter from MCMlS - SAC determinalion letter from MClWS - call 802-1000 call 602-1000 call 602-1000 SpBGaI Inspections 8 Testing Schedula (1) " projecl specs (1) energy calculations (1) " ElecMc Power 8 Li htin Form 1 " lnayacuuns wr semple Food & 8everage or Lodging Tacilities: Plan must be suhmitted to Minnesota Department of Heatth. Call 215-0700 for details. DATE: 4,urr 31 /9 S? WORK TYPE: NEW v REMODEL DESCRIPTION OF WORK: d(wyG .A.,,t eu.sr,%y S;4 CONSTRUCTION COST: ? q(ZI J"LS . o? SITE ADDRESS: 3 00 ? m•.?.rfe A?c e , JA 4L StreetAddress: aLoo ?aWcl? c,/- , l,,.ic //lr LOT I BLOCK D, SUBD. (_'E M0.W LcJ,P.I.D. # r ? PROPERTY OWNER TENANT NAME: ?Moy ?,.1/Q ?1ts. C YY??Q A^J, SUITE #: 3 i -?,? e -I 5 Slo - dlo - 32 o6 City F'?^b^7 1) . tte , State: UA Zip: 9y6U?' AMoS?v-d a-s;, f,?, . Phone#: 70y- ,S$d'- 7.69O CONTRACTOR ' Street Address: ,,?9yr- /4 AA,Ta 1'f?[ License ? City LYI.. /o'/e State: ?C ARCHITECT/ nENGINEER Company: Phone #: 30 3- ?32 -?(Y7y Name:_ /R"( Registtation#: Street Address: 770 SiQ.?^-? ST/t.eof Ciry /J4J? •". State: 1!?^c A!o Zip. 9702 0)- 30l , Sewer 8 water licensed plumber (only if installing sewer 8 water): 1 hereby acknowledge that I have read this application and state that the infortnation is correct end Minnesota Statutes and City ofEagan Ordinances. , ?f% of Signature of Applipnt: .. ,. OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition ;c3 4:1 4 z7,1 11111 dMe].l uI_'% [Lo] : Const. (Actuai) _ (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS ? 19 Comm./Ind. Misc. ? 20 Public Facility ? 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq.ft. sq.ft. sq.ft. Footprint sq. ft. Planning Building Engineering ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Variance Permit Fee ,a- L-I S a, a!? Valuation: $ Surcharge O Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: D °k SAC SAC Units Meter Size CITY OF EAGAN 3830 PIIA'.". KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 "0.B"G2m FOR CITY IISE ONLY PERMIT # _ RECEZPT # DATE : on % rf PLEASE COMPLETE UPPER POE.TION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONST _ ADD ON REPAIR OWNER NAME: SITE ADDRESS: LOT: BIACK SUBD. INSTALLER: ADDRESS: CITY: PHONE #: ZIP: SIGNATURE OF PERMITTEE COMPLETE THE FOLLOWING: N0. FIXTURES EA. TOTAL ADD-ON MINIMUM 15.00 SHOWER 3.00 WATER CLOSET 3.00 SATH TUB 3.00 LAVATORY 3.00 KITCHEN SINK 3.00 IAUNDRY TRAY 3.00 _ HOT TUB/SPA 3.00 WATER HEATER 3.00 FLOOR DRAIN 3.00 GAS PIYZN^v CUT. _ (MINIMUM - 1) 3.00 _ ROUGH OPENINGS 1.50 _ OTHER WATER SOFTENER 5.00 PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 SUBTOTAL S ST. SURCHARGE .50 ? ?vwni,: y CO3?ER63AL(iNDIISTRjAI,i PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. _______________________________________'_____-_-___-__--______---___-----__-__'-_ CONTRACT PRICE: ?A!? '^""-'""Az"' FEES OWNER NAME: d//-/LLt1 1?W/iUL-? ? [? - SITE ADDRESS: ? OQ S C?p M?A?1-Yy1__ LOT:BLOCK 0? SUBD. ? INSTALLER:. d 1?ww/7AM(,pi11? ADDRESS: CITY: /,LIX1, J ZIP: .S:5-1a?;L.- PHONE #: 7J~a -?S J~ FOR: CITY OF EAGAN 18 OF CONTRACT FEE. STATE SURCHARGE - $.SO FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ °2 5'Q O STATE SURCHARGE $ 50 TOTAL: $ o? ??- S? 7? On 0/i') o( • ?.?i?F/L?.Bn? J (SI NATURE) p9 " 7?, C,f}'L 4z ,?a3 5 ear-96 m_ . 2000 BUII.DING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 651-681-46 ,5 ? (a -7 (o . ? S /?7C ? Foundation Onl New Construction Interior Im rovement • SWctural Plans (2 sets) . Architecturel Plans (2 seis) . Architecturdl Plans (2 sefs) . Civil Plans (2 sets) • SWCtural Plans fz sets) . Code Analysis (1) " . Certificate of Surve Y (?) , CIvilPlans (2sets) • ProjectSpecs (lseq • Code Malysis (1) " • Landspping Plans (2 sets) • Key Ptan (1) . Project Specs (1) . Code Malysis (1) •' • Master Exit Plan (1) • Spec. Insp. & Testing Schedule •' . Certificate of Survey (1) . Energy Calculations (1) notalways•• • Soils Report (1) . Spec. Insp. & Testing Schedule (1) " • Elec. Power & Li9hting Fortn (1) notalways" • Meter size must be established • Ma[er size must be esUblished • Meter size must be established - i( applipble • Project Specs (7) - ! . EnergyCalculations (1) ^ 1 - 1 • Electric Power & L(ghUng Form (1) '• 1 l • Master Exit Plan (t) j i • Fire Protecdon Plan (1) •' 1 1 . Soits Report (1) y . MC/ES SAC determination letter • MGES SAC determination letter • MGES SAC detertnination letter call 651-602-1000 call 651-602-1000 call 851-602-1000 * C t t B 'Id' on ac w ing Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. _'>? 5- fdUO DATE: Y WORK TYPE: _ NEW _ REMODEL CONSTRUCTION COST: ??? DESCRIPTION OF WORK: ?-`t IOfJ ,- a-??- TENANT NAME: SUITE #: L 1 l?-- FORMER TENANT NAME: ?? V-"C SITE ADDRESS: 3G' C ? p ? ?E'" LOT ? BLOCK ?-- SUBD ? // Name: f ?' ?nPrZ 'Owc ._ y- Phone#: ( 7/? )('2 2 PROPERTI' Last S First . OWNER ? t C) StreetAddress: xG ?oJ? G?? L1cUle i a„,l City State: TV Zip: '77G,r? CONTRACfOR CompanY: p c.r+?/ Phone #: Sheet Address: j l n City .&C"State: Zip: _ 72 G?G? ARCHITECT/ ENGINEER Company:, Name: Sheet Add City _ Phone #: L_ Registrarion #: _ State: Zip: Licensed plumber Installlna sewer/water: Phone #: Meter Size: I hereby acknowledge that I have read this application, state that the information is correct, and agree W comply with ell'_applicable State of Minnesata Statutes and City of Eagan Ordinances. ? Signature of Applicant: y4cn/? OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ? 27 Commercialllndustrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF WORK TYPE ? 31 New ? 34 Repair ? 37 Demolish Bidg. ? 43 Reroof ? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 33 Alterations ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair ? 46 Windows/Doors GENERAL INFORMATION Census Code SAC Code No. of Units No. of Bidgs. Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq.ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating APPROVALS Planning Building ? Insulation Engineering sq. ft. sq. ft. sq.ft. sq. ft. MC/ES System City Water Fire Sprinklered ? Plumbing ? Stucco/Stone Variance Permit Fee Surcharge Plan Review MGES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total ?S U-h 5 ?, --I L,-9 S VALUATION:$ % SAC SAC Units Meter Size 2000 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN ? ? ?65 ? 81-467? 9`?, Foundation Onl New Construction Interior Im rovement . SWdurel Plans (2 sets) . ArchitecWral Plans (2 sels) • Architeclural Plans (2 sets) • Civil Plans (2 sets) . SWclural Plans (2 sets) • Code Malysis (1) " . CeNficate of Survey (t) . Civil Plans (2 sets) • Prqect Specs (1 seq • Code Malysis (t) " • Landspping Plans (2 sets) • Key Plan (1) • Prqect Specs (1) • Code Malysis (1) •• . Master Exit Plan (i) • Spec.lnsp.&TestingScheduie" • CertificateofSurvey (1) • EnergyCalculations (t)notaiways'• • Soils Report (1) • 5pec. Insp. & Testing Schedule (1) " • Elec. Power 8 Lighting Form (t) not always•• . Meter size must be established . Meter size musl be established . Meter size must be eslablished - if applicabie . Project5pecs (1) 1 . EnergyCalculations (i) •• L 1 . Electric Power & Lighting Form (1) " 1 1 • Master Exit Plan (1) 1 l • Fire Protection Plan (1) •• 1 1 Soils Report (t) 1 • MC/ES SAC determinaUon letter . MCIES SAC detertninatlon letter . MGES SAC determination letter call 651-602-1000 call 651-602-1000 call 651-602-1000 Concacc cuiwing mspecaons tor sampie Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for detail 30, UO U, o0 DATE: ?G WORK TYPE: _ NEW _ REMODEL CONJSTRUCTION COST: ? DESCRIPTION OF WORK: TENANT NAME: SUITE #: y to / /h FORMER TENANT NAME: ? 1&-? SITE ADDRESS: 300 `S EaCI.?Cai O, SL LOT I BLOCK D SUBD Ea-?,O-V-" LQWIOI ? Name:_ ceZ /?cricr - -? Phone#:( >13 PROPERTY Last F'ust OWNER / StreetAddress: ?"?G[' Qr? Oo? ouecJc f/ City .&aJ? ,., State: ?SC Zip: 77G.r i Company: 4? c...e^.?/ ?? e??i.crC Phone#: ?4,25 S CONTRACTOR / n? Sh?eet Address: lo cG C - C?L. /?r /l City State: ?k Zip: 7'700V ARCHITECT/ ENGINEER Company: Name: Sheet Add Ciry _ Phone #: L_ Registration #: _ State: Zip: Licensed plumber installina sewer/water: Phone #: ?11 Meter Size: I hereby acknowledge that I have read fhis applicatlon, state that the informaGOn is correct, and agree to comply with all,applicable State of Minnesota Statutes and City af Eagan Ordinances. Signature ofApplfcant: OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ? 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF WORK TYPE ? 31 New ? 32 Addition ? 33 Alterations ? 34 Repair ? 37 Demolish Bidg. 0 43 Reroof ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair ? 46 Windows/Doors GENERAL INFORMATION Census Code SAC Code No. of Units No. of Bldgs. Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq. ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating APPROVALS Planning Building ? Insulation Engineering sq. ft. sq. ft. sq. ft. sq. ft. MC/ES System Ciry Water Fire Sprinklered ? Plumbing ? Stucco/Stone Variance Permit Fee Surcharge 1 -s _ U C7 Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total VALUATION:$ % SAC SAC Units Meter Size . 22525 EAGANDALE LEMAY LAKE 1ST 22526 EAGANDALE LEMAY LAKE 2ND 22528 EAGANDALE LEMAY LAKE 4TH 22529 EAGANDALE LEMAY LAKE STH 3000 10 22528 O10 Ol 3005 10 22525 O10 02 3010 10 22528 020 O1 3025/ 10 22525 O10 02 3035 3039/ 10 22525 3041 3040 10 22526 O10 O1 3045/ 10 22525 010 02 3055 3080 10 22529 O10 Ol EAGANDALE PLACE (HAMPTON INN) (LEMAY LAKE APTS. - 60 UNITS) (JOE SENSOR'S) (PATIO WITH FENCE 5/2000) (LEMAY LAKE APTS. - 108 UNITS) (2 POOL BUILDINGS) (RESIDENCE INN & GATEHOUSE) (LEMAY LAKE APTS. - 114 UNITS) 6 2000 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN ? 65 -681-4675 CA l??l?-7 1'.aqi 0C) -1 --a-1 - oi L--J G . a S- Foundation Onl New Construction Interior Im rovement • Structural Plans (2 sels) . ArchitecWral Plans (2 sets) • Architectural Plans (2 sets) . Civii Plans (2 sats) • SWctural Plans (2 sets) • Code Malysis (1) " • Certificate of Survey (1) . Civil Plans (2 sets) • Project Specs (1 set) • Code Analysis (1) •• • Landscaping Plans (2 sets) • Key Plan (1) • ProjectSpecs (1) • CodeMalysis (1) •• . Master Exit Plan (1) • Spec.Insp.BTestingSchedule'• . CertifipteofSurvey (1) . EnergyCalculaUons (i)notalways•• • Soils Report (1) . Spec. Insp. 8 Testing Schedule (t) " • Elec. Power & Lightlng Fortn (1) not always" . Meter size must be established . Meter size must be esfablished • Meter size must be established -if applicable • PrqectSpecs (1) 1 . EnergyCalculations (1) ° 1- 1 . Electric Power d Ughting Form (1) ^ ! 1 . Master Exit Plan (1) 1 1 . Fire Protection Plan (1) ° 1 1 • Soils Report (1) 1 • MC/ES SAC determination letter • MClES SAC detertnination letter • MC/ES SAC determinatlon letter tall 651-602-1000 call 651-602-1000 call 651-602-1000 " Contact Bwlding Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE: ? WORK TYPE: _ NEW _ REMODEL CONSTRUCTION COST: S-6_ Gec 00 DESCRIPTION OF WORK: TENANT NAME: FORMER TENANT NAME #: SITE ADDRESS: Ttz'r_ I?G.T? Lor? c?? fY?c??OT ? BLOCK a SUBD ?FL,M /J. Nazne: /".nnCC/' ?Cv r?. 's/ PhonB#:( PROPERTY Last First OWNER L SheetAddress: ??,r7 Oe1e- Agu City State: ?1! Zip: 75.T'G Company: Phone #: c a.97/> CONTRACTOR Street Address: L0GO Ciry /fci.r-4... State: 7v Zip: 770??61 ARCHITECf/ ENGINEER Company: Phone #: Registration #: Sheet Ciry State: Zip: Licensed plumber Installlna sewerlwater: Phone #: Meter Size: I hereby acknowledge that I have read this appiication, state that the information is cortect, and agree to wmply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: S 6127299481 DEPOT INC r'. z5 -oduct sPccificntions Hber glass r.ornpos:UOn 30 iU. cer spuara, in Lake Ceniral and North CFnhai 25 W. per ,quare in Mitl-Atlamic, Suutheasl. outh Centrai and Northea>i • Dimensonal toltrance t 1116' • tR qass A fire Resrslancc • ASTM E108 Class A Fire keystance • UL Wuld Nesisfanca Seu-Seaiing (ASTM 03161; • UL Cedihed `.o meet A51 M 03462 - • Conforms w BUCA Ouiltling code I;LAI:K ¦ ? ? ? • NicP:r.i. (je.ar e ? e? ? ? • rcqwrements ; • t;onturms ic C50. SWndard n123.5-98 XT" Zs Warraniy` • 25-year limih?rl Iransterable warranty againsi manufaciunng defecLs I CeDel% Bopwrv o* O.ar:upOD - ?"Year Sbt¢Sinrl' prDlt[[i0n , 'See xfwd cmamY fir4pecifie deGils aiM 6mid6aru LIrvN4MOn fRDS'i ¦ v 0 : ptu"1'Fft CORAL CAOSI' • RF.GAL I;ARi: Auvt: mfjrtA; • til.n.ai.uoon m 0 E4enyRCen BLeno x? • Wr;iNr:nr.n WGUn ?i ? . * 0 . hmrretl rr.vr,ve.ubM warranry. w4Minp 5-yaa. SvreSra,r vax(ron. are ouuhca44 ony,,e Aic Unrzea Smrez. rtx ieurip,rms arm 1,11104); fs pIodu<15W.'d oolsdelhesn drr.?;, u"eaze,afe' Nft Inremarpn,vl Lsynun(y /p/ 5(Yp1K; JC(dilS dnM I/171I'GftRS. • The Sysiem works Cena.r. f¢ed shingles. Air Venf artic venfiytion prWuc[s. Cenem7eed Roolary Select" High- Peric,mance lJndnlayment and WirderGuard' WaterDrp;finy+$hingle UnderUymenl Whcn d cortx•s i„ nuaiity. our iuoducts ali starvy aione. Buf [hey v+ork ev=n batter as a team. ? NOTE H2p'oylucnon of coor,. prrouglbvl mv "u4,tica. pM rs as acr.utMe us motlern pirnNng mfl prmuf f.alws ara Su:ytct m cMryky bypanuw:a;?nulacWrerc Be/nre nwking a IinTi k(cciiun, p/9a5e COnside? ttie !alluwmg 1 ? Riq;¢y (?(I:Jrmglp bn?Ne:: z, ? :+lr,ru.nwn? rytawe1.rtrvirwl'mrv.nry0ete`rW.g. uw? ??rc oqnrnM+u?e. mn:m.. ?K.Nrc seM.ai mnr avdra ?"i?SV?hla+?inry15Y1/4f)WAanl.i( y?laNI.?IRl?fM. rNi dW.d. dc.. :lOt?mn,x ?i mz wirn u? rW,.ar nrre,;ccr.mwa sn,rr?ie '1?1 m11 4v on wW f,vme fj.make ft Ga: ?vr.rM1O?. jaw mmes ?.m yuur+ruryy¢ cA, cMxr wn rtr.rpicn ? yrreyr Ivrn? bnn. Z'1^16rR ULY:\'p $ 0 i;, 4p . TEAp RESISiANCE RND ASTM D3462 COMPUANCEIS CUISSIFIEO BY UNDERWRITERS wsortamnIes, iNC. UPS CERTIFlCATE OF CQMPl1ANCE IS AYAILpBIF FROM CERTAINTEED UPON RE9UEST. ?..., a.. ? . ?. ?.... a. _.,. zOl C:oRponnre OFrice 750 E.Swedeslwd Road P R Boz 860 Valley Forge. PA 19462 (610)341-7000 TECHNICAL SF:RVICt;S (FYlO) 345-1145 I.lTER.n"['l1RE INQUJRIES and DISI'RIBUTOR INFORMATION (600)782-8777 RE§IONAI. SALF.y OFFICF M ID-A'1'I.A NT! C o,noru, Nc 27565 (9791 693-11A1 NO R'CHEA59' Norxnod, MA 02062 p8I7 551-0656 vORTH f.F'NTML Shakopee. MN 55379 (612) 445.6450 [.nise CeNTnwi. Milan, OH 44846 f4191499-2561 SOII'fHEAST Cbadeston Heights. SC 29405 (843)744.7451 SOIITH CENTHA4 Irving. T)( 75038 (8X) 333-76F3 S OIfCH W EST WilmngtOn, CA 90144 (800) 995-7735 NoRrxwesr Portland. OR 97210 (888) 217-8170 INTes*raTIorv,v. Snr.es AIVISION Yalley forge, PA 19482 (6101341.7836 Phvne (610) 31 i-7113 Faz far on Llenwnd: 800-947-0057 wrw cortainteed.cam • - ?O?TNA P • . 4?? Gan4: • _ YiO+YlieEi # . Sau?a A .. ??? •_ NtltlRnp = sw?re??F CertainTeedM ea????„man.??w? coxwes?aiu. I AuruMV Bauw+ •• 1Npuir Bi_acn ¦* 0 . rasn..A7.04. m aM ?. noc w ann wadi m MWnaasd s,la 4J 2/84 CITY Or EAGAN APPLICATION FOR PERMIT ` SEWER AND/OR WATER CONNECTION (PIEASE PHINi) 1) PP.OPE.R'!"! ACD?.z'._.cS: /?? rFrai, DrS=T?TICV: %-/?iaL:xzvisicn or 'rax Parce]rJI.D. NL:.bar) I'r' ?iIr '_:G SL'?w.*C^.LT:cE. DeIT' OF C'<tT_GuAL Lu2I.DL:G ISSU.=\C.: p°`--cL =' CS: ? R-1 SZ:GL: :PYSLY ? R-2 CCTP= (Ttio L`:lI;'S) • _ - = 0 R-3 2C7.t?CrT?E (?T- + L'_TTS) ( L'.1I=S) 14 R-4 A^r:i::!_"='P/CC?=;r,1i ? CCi?nfERCI]AL,/:L.?-,??II?Cr Z=- ? I?i'OCSTTLAL ? L\?STZ:LTIC:lU/G?,^VF-?N7=r 2) AP?I.I=%T (aLEasE pa[rir) NeA:•T: Pr CR-= SS: Ci""-'. ST:_'*_'?', ZIP: PEvVE: 3) PLL:mE:? ?/ (PLEasE PNtvr) NP."?: D ??<-t-1 / FLCw?S: CITY, S'IA'?'F,', ZIP; PEOVE: PLUMBEA LICENSE N 4) OCC-L'PAD]'i/GT.:i'.E,R (PLEASE PRlN() AnDREss: ciz^r, srazE, zip: PfiDNE: es 5) FOB CITY I1SE ONLY PLUHBERS IILEHSE: ?f Active Q EYpired Q Not of cord .uvulcy,'I'E ;9HICH PEP,:-fIT IS BEI\C, REQUESTED: El CU:a"`IECTION 'IL7 CITY SMER ?J C0i."QEYTIC:1 TO CITY SvATER ? d'iTER (PLEA..??' DFSCRIEE) ct 7) SIGz;TC,-RE: PT-= aSE F?OLD APPRWID pgi,tiLlT FOR PICI{-U'?i SY QNE OF F1BGVg ?'`'1SE %'a`IL APPRpyM PII2.titIT 'P'J 1, 2, 3, 4 ASOVE (Circle one) DATE: ?! fl ?Iif1lA?Jl i? i R!/???ra af ? r? v??a a? s s i?a ?:a a aR r Ea-? s!? ?1 a? s res?-?- F O R C PER-`^.IT °- ISSUED T Y U S E ON:,Y FE^5= $ S /O.S-`, $ ??y S 5 $ S- . $ $ $ $ S S $ 3?G. uc . $ $ $ SE:':LD nE'R?IT_T (I,ICLJLL JUP.C :AP.GL) WATER PE'.2A1IT (INCL'u?i JLRCHt1RGL) WATER METER/COPPERHORN/OUTSID: RED' WATER TAP (INCLUDE CORPORATIO?7 STOP) S:;:vEB TAP ACC_OliNT D.F.PpS2T - 4IATER WAC SPC TRtiiIK NATER ASSES52?E2IT TRlivK SE6iER ?SSESS?IE31T L.aTEP.aL BEVEFIT/TRU:IK SE:? ?c LATERAL BENEFIT/TRUNK WATER WATER TREATMENT PLANT SURCIiARGE OTHER: TOT? L AitilOCJJ;T PAID/REC°I2T c DOES UTILZTY CONNECTIOIV REQUIRE EXCaVATION ZN PUBLIC RIGiiT OF WAY? ? YES IF YES, THEN A"PERMIT FOR 'AORK WITHIN PUBLIC ROADWAY" MUST BE ISSUED BY TFIE Q NO ENGZNEERING DIVISION. LIST AS A CONDI- TION. SUEJECT TO THE FOLLOS4ING CONDITIONS: APPROVED BY: TZ.LE: DATE: ?.?.••-•:?;t.-::.._?.-r.g_,. ??-? . ._. _.'._,. . _ .... ... . . . . _ oF 3830 PILOT KNOB ROAD. P.O. BOX 21799 EAGAN, MINNESOTA 55127 PHONE: (672) 454-8100 May 12, 1986 MR TOM AEALEY & PETER RAMME HEALEY-RAMME COMPANY & LEMAY LAKE APARTMENTS 10301 S CEDAR LAKE RD MINNETONKA MN 55343 BFA 8LOM9UISi Mayor THOMASEGAN' .14MES A. SMIfH VIC ELLISON 1HEODORE WACH7ER Council Members THONUS HEDGE$ CIN Adminisholor EUGENE VAN OVERBEKE Clty Clerk - - - - - Re: Lot 1, Block 2,?Eagandale LeMay Lake lst Addition : Building Permits #10336110337, 10338 - City Code 11.04, Subdivision 12, Off-Street Parkinq Areas Dear Mr. :-Iealey and Mr. Ramme: A recent inspection of the progression of the apartment complexes being constructed under the above-referenced building permits revealed that the internal parking lots do not have all of the concrete curbing required by City Code 11.04, Subdivision 12, paragraph "D", which states as follows: "All off-street parking areas of 4 vehicles or more shall be constructed with concrete curbs." The site plans that were submitted with the building permits referenced the concrete curbing would be constructed around the perimeter only and not around the internal islands. In reviewing this site plan that was approved with the issuance of the building permits, there was no indication given that these islands would not be paved. Due to the recent inspection, it appears these islands will be landscaped green areas. Consequently, they are considered a perimeter to the paved parking lot area and will require the installation of poured in-place concrete curb and gutter. Due to the fact that your parking lot surfacing has not yet been completed, it is still timely to comply with the City Ordinance. Please be informed that final occupancy will not be granted until there are assurances that all applicable City Codes have been complied with. If you have any questions pertaining to compliance with this Ordinance, please feel free to contact Dale Peterson, Chief Building Official, or myself. Si erely, cc: Dale Peterson, Chief Building, ,//?-ll.m?naa? a. C? Official Thomas A. Colbert, P E. 'i DireCtor of Public Works TAC/jj THE LONE OAK TREE. ..iHE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY lfl CONTRACTOR'S hlATERIAL & TEST CERTIFICATE VARTS A d C- SPRINKLER & WATER SPRAY A80VEGROUNO VIPING (Fill Out Separs[e Certificate For EacA Riser) PROCEDURE UPON COMPLETION UF WORK, INSPECTION AND TE5T5 SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND wITNESSED By AN OWNER'S REPRESENTA7IVE. HLL OEFECT$ SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN rINALLV IEAVE TME JOB. A CERTIFICATE SHqLL BE FILLEO OVT AND $IGNED BV BOTH REPRESENTATIVES. COPIES SMqLL BE PREPAREO FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTO00 THE OWNER'S REVRESENTATIVE'S SICNATURE IN NO WAY PqEJ- UDICES ANV CLAIM AGAINST CONTRACTOR FOR FAUITY MATERIAL, VOOP WOHKMANSHIP, OR FAILURE TO COMPLY WITH AC- PqOVING AUTM00.1TV'S REQUIREMENTS OR LOCAL ORDINANCES. PROPERTV NAME pq7E Qp_ PROPER7V AD RE55 / /',, ?/A ??j C ? f ?C/? • ?i".- ?g ? L? ACCEPTEO B,ACPROV G AUTHORITV('S) NAMES . . ? L? AbDRESS PWNS ` INS ALLATIDN CONFORMS TO ACCEPTED CLANS: VES NO ? EQUIPMENT USED IS APPFOVED Y NO ? IF NO, STATE OEVIATIONS NA5 PERSON IN CHARGE OF FIRE EQUICMENT BEEN INST(iUCTEO AS TO LOCATION OF CONTHOL VAlVES AND CARE OF THIS NEW EqUIPMENTT VES ? NO ? IF VES, GIVE NAME IF NO. EXPLAIN. INSTRUC- TIONS HAVE COVIES OF AGPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE ? CHARTS AND NFPA 13A BEEN LEFT ON VREMISES? YES NO ? IF VES, GIVE NAME IF NO, EXPLAIN. MVOROSTATIC: HyGrostatiC lests Shall ba maEe at not lasi tnan 200 P51 (33.8 bart) for two houfs or 50 G51 (3.4 Dars) above sbtic prKSUre In e%cMS o/ 150 PSI (30.3 bars). DltterentWl Cry-pi0s ralre claDGeIS shill De laft open tluriny taft to TEST Drevent Cima9a. All aboVegfounG DiPin9 Iwkaqe shDll Ee Sto0Ve7• . DESCRIP- TION . 7NEUMATIC: EstaDlish 40 P51 (2.8 Dars) alr Oressura antl maasule droD M'hiC11 stull not e%CeeC 34t PSI (0.1 birS) in 24 Ilouft Tast Drmsufe bnks at nOlmal WLIer Iwel antl alt PiesSUre antl measura !It Drassura tlrop whlch shall not excaeC 14e PSI (0.1 Dili) Ip 29 110Yfi TESTS NVDROSTATIC: ALL PIPING. PNEVMATIC: DRV VIPING DRAIN REQUIRED EQUIVMENT OPERATION: ALL, SEqVE58LUG5: ' LOCATION MAI:E MOOES_ SIZE QJRNTfTV ITEMPERATURERATING 640 SPRINKLERS OR SPRAY N0221E5 MATERIAL AND KIND CONFORMS TO STANOARD PIPE AND IF NONE, EXVLqIN FITTINGS A L A R M D E V I C E MAXIMUM TIME TO OPERATE TNROUGN TEST PIPE ALARM VALVE TYCE MAKE MODEL MIN. SEC. OR FLOW ? INDICATOR 40 FORM 95 NC. REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS 6 FCA, ING.. P.O. BO% ]]9, MT. KISCO. N.Y. 10549 OPENATING TEST RESUlTS: TIME TO TR IP ATER AL/?RM MANE MOOEI $EH. THpOUGH TEST PIOE WA7ER Alii j j HED = OPERATED DRV . NO WITMOUT WITH pqE55. PRE55. T T pRO?ERL`? ?. O. D. ?. O. D. E PIPE MIN. SEC. MIN. SEi. P. S.I. P.S.I. P.S.I. MtN. SEC. YES NO VALVES IF NO. EXPlA1N _ OPERATION PNEUMATIC ? ELECTRIC O NVDRAULIC O PIFING SVPERVISED: YES ? NO O DETECTINC MEOIA SUPERVISED: YES ? NO ? DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE GONTROL STATIONSt YES D NO O OELUGE I$ TNERE AN ACCESSIBLE FACILIT`? IN EACH CIPCVIT FOR TESTING? YES 0 NO O & - IF NO. EXVLAIN 'FEACTION VALVES poas Eacn cvcuit Ooe.ate Does each Cir[uit Operate Ma:imum Time To MAKE MODEL SupervisiOn Lo25 Ala/m? VelVe RlleaSe? Optral! PGlease: YES NO YES NO MIN. SEC. FOf3?HOURS ALL PIPINC HYOROSTATICALLY TESTED AT' P5I DRY GIPING PNEUMATICALLY TESTED: YES ? NO ? EQUIPldENT OOERATES PROPERL": . YES O NO 0 IF NO.STATE REASON TESTS DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE I!J PSI NEAR WATER SUPPIV TEST VIGE: TEST PIPE OPEN WIOE 7 ? J P5i STATICPRESSURE ? NVMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS YES O NO ? WEIDED PIPING IF YES... DO YOU CERTIFV AS THE SPAINKLER GONTRACTOR THAT WELDING PROCEDURES COMPLV WITH THE REOUIRE- MENTS OF AWS D30.9. LEVEL Afi•3? YES ? NO ? DO rOV CERTIFV THAT TNE WELDINC WAS PERFORMED 8y WELDERS qVALIFIED IN COMVLIANCE WITM THE WELOING REQUIREMENTS OF AWS 010.9, I.EVEL AR-3? YES ? NO ? DO YOU CERTIFY TMAT WELOtNG WAS CARRIED OUT IN COMPLIANCE WITN A OOCUMENTEO QVALITV CDN- TROI PROCEOURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTM, TMAT SIAG AND OTHER WELOING RESIDUE ARE REMOVED. ANO THAT THE INTERNAL OIAMETERS OF O V 4' ? NO . E PiPiNG ARE NOT GENETRATED? DAT£ LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: • REMARKS ,J2 / NAME OF SPRINKLER CONTRACTOR - FOR PRO ERTY OWNER (SIG EO) TITLE IGNATURES OR (SI NEO) FOR SPRINKLER CONTFACT ] TITLE DATE 4f -3 / TESTS WITNESSED BY ADDITIONAL EXPLAb1AT10N5 AND NOTES oF engan 3830 PILO7 KNOB ROAD, P.O. BOX 21199 BFA BLOM9UISi EAGAN, MINNESOTA 55121 nnaror PHONE' (612) 454-8100 7H0-Ma5 FGAN JAMES A`SMITH VIC ELLISON 1HEODORE WACHiER April 2, '19H6 Council Members THOMAS HEDGES ' CiN ?minutrafor EUGENE VAN OVERBEKE Ciry Clek BORSON HLDRS 2001 KILLEBREW DR BLOOMINGTON, MN 55431 Rfi: INSPECT20N3-AF-L-@fAY I.ABE-APT3 -ILEAGAN [4I , Dear Sirs: Due to the workload and size of our inspection staff, we will be unable to make any type of inspections of the referenced buildings on Mondays or Fridays. Mondays and Fridays must be reserved for single family dwelling inspeetions. This emergency policy is effective immediately to you and your subeontraetors. Th2nk-you for your cooperation. qWcer,,ezlyterson Chie£ Building Official DP/js CC: Doug Reid, Asst. Building Official Jan Severson, Secretary THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIIY 60# SOOd mdf9:90 96-IO-60 64Z5 L66 ZT9 Suitc 1480 Lincbin CCntcr 333 South 7th Strcct MinncapulLs,MN 55402 (612) 339-5185 (672) 337•5249 FNC ? FACSIMILE COVER PAGE PLEASE DELIYER THIS INFORMATION T0: NAC1E: FAR fit1P DATE: "!'^ I NUMBER Of PA6ES (includlny CUver page): THIS INFDRMATION CAME FRDM: NAME: 330? ?L 7ELEPHONE NUMBER: (61 . COM+IENTS: , %L6- H . 80/L0'd L99q 0b:9L t0-60•b66T 6bL4 L£E ZT9 S'kA.I 311f1i N02ld rn N ? a P m 0 m ? 0 ? A P P w ro X ro O O N ? O b , . . ......... .. . ? .;.: . -- - . ...._.. . . .. . _. ? .. :. : . ,. . . : X •:? .? ; ?._ .. .. :: 5?:ti..: . ._?. ... ,.. -: .. ...:. . ? . ?:: ; .. . . - . = . , : :-" :.:•. _ r. , ,_ . , j-: + ?;; ' • : • : . ;_ ., . . . . • . . . ? , ., .. . .. H ' ..W.^TFW10F'•. t1=- • : y . rmce?ixn cxJuvrr low u l: i:> ' H ' , . ?+°?. -?,_?,?, ' Vo"Cl+: 'f\?' , ? ' / . /?? R t ? ?.. - • . . 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I4 ` 31 &R 2 -J S'? °I C? •, :..: DATE: 7 March 1985 T0: Tom Healey Peter Ramme Don Karae Dale Peterson FROM: Bruce A. Johnson ARVID EWESS ARCHITECTS INC SteveHanson l Vern"Hanson Kim Bretheim Jay Cameron RE: LEMAY LAKE PRELIMINARY MEETING WITH CITY OF EAGAN BUILDING INSPECTIONS DEPARTMENT The following items were discussed 5 March 1985. Present were Dale Peterson, Steve Hanson, Don Karas and myself. 1. City will require two sets of plans and specifications for plan review. 2. Property must be platted and recorded with Dakota County before building permit issued. 3. Draft stopping shall be provided as at Opus II (with 3/8" plywood or 1/2" gypsum board). 4. ltao hour walls as detailed are okay. 5. City will require two layers 5/8" type X rock on trusses spaced 24" on center. (See enclosed memo.) 6. Standpipes to be provided for 130' maximum distance served. 7. Floor penetrations shall be sealed with mineral fiber insulation and Gyp-Crete where applicable. 8. Plumbing access panels must be provided. Half inch Masonite panels screwed in place were approved. 9. Plywood partitions were approved for basement storage areas. 10. Tenative approval was given for reducing trash chute vent to 6" 6 through roof. 200 BUTLER NORTH < 5101SiAVE. N. - MINNFAPOLIS, MINNESOTA 55403 • FHONE: (612) 339-5508 MENffiERAMERICAN INSTINfE OFARCHITECTS . Lemay Lake Page 2 7 March 1985 11. Handicap units shall be provided as follows: A. Building A three units B. Building B five units C. Building C five units (Tahle SSA from MUBC, chapter 55) 12. City will require soil test reports and fire protection plans. City has no special requirement for copies of shop drawings to be filed with them. 13. City will issue separate excavation footing and found permit if property platted. 14. Curb cu[s at Lone Oak Road to be per Dakota County specifications. 15. The following are the city's permit and fees: A. Building permit $42,774 (based on $10,000,000 construction cost) B. SAC charge $420 per dwelling unit C. WAC charge 400 per dwelling unit D. Road charge 224 per dwelling unit E. Park dedication 278 per dwelling unit F. Sewage treatment 106 per dwelling unit Don Karas to ckeck with Ann Gores of City Assessments and Rich Hefty of City Engineering and Utilities for any additional costs. v3 l Enclosure a ARVID ELNESS ARCHITECTS WC DATE: 7 March 1985 T0: Peter Ramme Tom Healey Don Karas Steve_Hanson; Dale Peterson FROM: Bruce A. Johnson Vern Hanson Kim Bre[heim Jay Cameron Donald Schwappach RE: LEMAY LAKE FLOOR, CEILING AND ROOF ASSEMBLIES As an alternate to two layers of 5f8" type X gypsum board on all trusses spaced at 24" on center, an assembly matching UL's Design No. L528 (copy attached) was proposed to Steve Hanson and approved for use on the above referenced project on 6 March 1985. Note: The city will require that 1/2" reailient channels be used at bottom side of roof trusses. Roof sheathing at 1/2" thickness was approved for use with this assembly. Cost of resilient channel ($.20/sq. ft.) was compared to additional layer of gypsum board ($.40/sq. ft.) with Custom Drywall. Tom Reeves of Component Manufacturing was informed of test number and is to bid trusses accordingly, he indicated there should be no problems. vji Attachment 200 Bl1TLER NOR11-I - 510 1ST AVE. N. • MINNEAPOUS, MINNESOTA 55403 • PI-IONE (612) 339-5508 MEMBERAMERICAN INSTITUTE UFARCHITECTS Deaign No. L528 . Unrestreined Assembly Rating - 1 Hr. Finish Rating - 22 Min. T GY' ? 'i T v'1 1T •l ?" A ? I p• --? J i 7 1. Floodnq-1 R Cy 8 N Uy %„ in. thict inuriar plyr.ood wilh arterio• glue sn0 T b G eCpe tlauil alonp with 8 fl side. PlywooE insbllatl perpanEicular to vusses with anO joinls abppen0 4 fi. PlywooE saCUnd to vusws with canstmnion atlhecive enC No. Bd rjnqa0 shank nails. Atlha. Irr, aCOlied n'/. irt Eiam baaG ro top ehortl o( tmszes an0 proow eCgos of Olywoo0. Nada spaceE 12 in. O.C. alonq ucn Vass. As an aNernele, IigNwaipht insulating conurn wiin Per liu ar Varmleulib A9G/eGete • or BYPSUm concreN may Ca pbcaC on ma llmrinp. The minchi<knov ol insubtinp concreb shall pe '/. in The maa thickness shall be dawmuineO Oy job siO conEitiana. A Ihin Olastic or papar vapor mWrOer may Ee OlauE on plywoo0 prior ro pour- inp tM concmte. 2. Truues - P+rallsl enortl vussss soawA a max 24 in. 0-C. IaOetute0 fmm nom i Dy 4 in. lum, ber with IumOer oriemateE either vanicelW [3AI or haritomally (28). Trvsa mem0os fecurea to9atMr wilh No. 20 MSG Balv spel tmse Olatea. Platea inclu0a Yo in. lonp us[h projecting par0endiculu w Ihs ol+ne of the Vbb. Tne teetn are in pain facin9 each om.r ma0e irom th. aama Oi?n?h croetinp a 50lit too[A ryp, plad. Each oooth bs a ehisal paint on ib ouLLiOe eEpe, wiM 1hesa Oaints Ering diepanally oppmite Irom eecn alhsr lor sech paio Tha wp half al ueh taath hn a twin br fliHnasa. The pain ua moeamE on aa0ma 7. in. camara with fovr rowf ol tsath Per on, ol DIaN wiGth. 3. Funln9 Channeb - FormeG of No. IS MSG gnlv cteel spaoA 34 in. O.C. Oarpmtlicular ro omuq. Cnsnnels sawq0 to Ruases wim aoume stnnd af No. 18 5`A'G 9aW rtssl win speee0 48 in. O.C. Channab spliea0 wim aajacem vans owAapved 8 in..na uea w+m aoo- Ele svmd a/ No. 18 SWG galv eleel wiro at mch antl ol ovarlw 3A XnilNnt Chanmb - (NOC shownl - FormaO Irom No. 18 MSG qalv steel. spaes0 18 in. O.C. perpendieular to Irussu. Channels sscund to vusfes with TYPa S. 1'/. in. lon9 stwl atnw. apaceA 14 in. O.C. Cnannelf overlaoGaC at aplic. 1 in. 4. WaIlboare. OypsuT' - Y. in. Ihick, C M1 wiEe. $hes13 Of wellbOarC ins[alle0 wilh IOnp tlimen. sion Oarpendicular w lurring or rosiliant channab witn 1 in. IonQ walIbovE acrows sOaesE it n. O.C. antl bcste0 a min 1'/. in. Iwm aide and anE loinlf. A1 enC laints. [wo turrinp ot rosi4 ient cMnneb aro ussd whi<h uunA a min of 6 in. beyon0 snd ol joint . UnitW Srob. Gypsum Ce. - Typu C. FCC. ar IP-XI. 5. Svew. WaIlbood - 1 in. lonp. TYVe S. Y. in. Oiam. aalM1Erillin0 anE WM1ta00in0. Buple Mld. 6. FINshinq Spbm - (NOt shown) - PaDSr tapa sm0eE0aE in csmentitioua eampounC ovar joim. with eApas of comOOmE IeatMnd out anC sxpose0 scnw naaES covare0 witp <omDOVnO. At an aIrornab, nom'/n in [hick venaer plae,o mev ba a001ied to tne antin svrtace ol pYOeam wa110oerA. 'Beerinq tns Ul C1essification Marking MEMO T0: ALL DEPARTMENT HEADS FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: The preliminary ? construetion plans For LEMAY 14PTS. are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Thank you. MEMO T0: ALL DEPARTMENT HEADS FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: The preliminary ? construction plans for Lx--N?A-( NTS. are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Thank you. 41K•1 ? ??Ca- ofi ?M-?Ov,d,aC, Ki.uS /i/tR? ao? 4 /Ctf T/G - ? A?LIc?.?6 'T6 +?1 /?i''''. d N s ?? ? ?a?? A(°TS 1985 BUILDING PERMIT APPLICATION - CITY OF E9GAN NOTE: ALL CONTRACTORS MUST 8E LICENSED WITH THE CITY OF EAGAN INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SURVEY g LL) cq a 1 SET OF ENERGY CALCULATIONS To Be Used For: FOV µ Dr4T1otJ Valuation: Date: Site Address: 3005, "kp,???HpA?LE pL,6<? OFFICE USE ONLY Lot: ? Block Z Sect/Sub+"E? sy Erect Occupancy Remodel Zoning Parcel 1I Repair Type of Const Enlarge 1k of Stories Owner y?A?,Ly RA.,, r Move Length Demolish Depth Address ?o z o i s o e-6!)AA ,nKa op, Grade _ Sq Ft City/Zip Code ?c?v3'---------------------------------- Phone rNZ a z? APPROVALS Contractor noQ, 50 ,j Assessments Permit Water/Sewer Sureharge Address z o ? K? ?QR n 2 i Police Plan Review Fire SAC City/Zip Code Engr Water Conn Planner Water Meter Phone n , KAAA sird A.l.?/ Council Road Unit Arch./En Bldg Off ?,6 Parks Br. .aad,? APC Treatment Pl Variance ? Address r_j o .ar iaa o TOTAL ?S •? City/Zip Code Phone # g??'U C- 15 3055 (P.lN 1q h4A`7 1-?oT11=iEP U`j TH?T ?ECO?DI NCa I tl CoM ?LF-Te 4/Z4/?5 ---! ? ? . 7985 BUILDING PERNIT APPLICATION - CITY OF EAGAN NOTE: ALL CONTRACTORS MOST BE LZCENSED MITH THE CITY OF EAGAN C0141ERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS' $2,000 LANDSCAPE BOND To Be Used For; SINGLE FAMILY DNELLINGS INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY CALCULATIONS uati on: `?' C ?/ _ ?? ?/T`?? •? Date: ?'T Site Address 50? ?,Q ' OFFZCE USE ONLY Lot ? Blockc;'- u? 1v1 yl i1 ' Erect Occupancy P l/S e? Remodel ? Zoning arce ub Repair ? Type of Const Owner Addition Move ? # of Stories Length Address Z6tJ f?• (?(???G? Demolish Int.Impr. ' ?epth Sq Ft City/2ip Code Install ------------- --°------------ Phone / ' APPROVALS FEES Contractor i &sments Permit Add 3? ? ?a d Water/Sewer '- ? Surcharge ress , . Police Plan Review Fire SAC City/Zip Code ?? `? (?i-ii kt 1vl/1 Engr Water Conn G? h 7 Planner Water Meter P one Cpuncil^ Road Unit ? Hldg Off f Treatment P1 Arch./Engr. APC Parks Variance Copies Address TOTAL 18C City/Zip Code sio Phone 0 1985 BUILDING PERHIT APPLICATSON - CITY OF EAGAN NOTE: ALL CONTRACTORS MUST BE LICENSED 61ITH THE CITY OF EAGAN 400 ur.11i Bc,DCa_ A INCLUDE 2 SETS OF PLANS MUL-TIPC-C ?TIAt- VESi 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY CALCUL ATIONS - ? i ID (7 ? G?O .'" Z To Be Used For: p p?-, Valuation: Date: S, Z - IR S Site Address: _goaS P+?c.? SAaRiJ 1jAL-[. ?'. OFFICE USE ONLY Lot: L Block 7- EAyAaJDAI-L "6.nnRy Sect/Sub Erect t,/IKL Fri[ST X Occupancy Fl- I A5-? Remodel Zoning Parcel ll LaK? f i ,a4b}-- Repair _ Type of Cons t -ST I Np, Enlarge ?/ of Stories 3 Owner ?A ??? R,a^,, ,?s, ? o Move Length 342 Demolish _ Depth ?-L Address J o 3oi se? -.Lnaa ;.aKK- R4.Grade Sq Ft 61},oop City/Zip Code Phone S y z- 9 ZA -A APPROVALS Contractor QQq _q„e„J jg Lj „,Q 1,AJ e- Assessments Permit 5433.°° Water/Sewer Surcharge q?. Address z ooi K, 6 n a s,./ ,),Q , Police Plan Review li..s= Fire SAC 25,2cr?.= City/2ip Code /?LODM/A?/ ?Q?OAI M,d s- ZaEngr Water Conn 2-4,oaz=° Planner Water Meter N A Phone f3 6:6? _ y noA( KA Ag Council Road Unit I2AWo.= Bldg Off Parks ?? Arch./Engr. A,Q,aln s` ?5? APC Treatment Pl e360. Variance Address ?io ?Sr A-Y C rn TOTAL City/Zip Code AwnJ. 6,fMK?? Phone 01 3 ?ti? -? gU ,,o ""?h 5b ? ? ' (?2M 1 T ? o o, oov 433 . • = 5000 0oo,000 z,aox 2.5 v E> 4-3 3 5 4 33 .- • Su?c?+a2c?? ?3a°d 9ao 0 000 15 ao03 _ ,?s?, °% ./ PLA44 W?BrrcW t, 433 =-2 = Z-7 ICD,s? SP?- 420 K (?20 = Z5 Zoo W,4G qoo x coo = Z?c?oo M C7"??L _.?---- (ZoA.o uti i t 224 xcoo ? 13440 P,??KS Z7 8 x(o o = I(? (0 So 7" QG I O& K G?O ? Z1 I(0. _ OD 25Zo0. Z9 ,a?o- ?o (3 490. `? Ilo(aV0 -e ev Co 360, ' ?- DOODY, INC. 520 Front Avenue ST. PAUL, MN 55117 (612) 487•1061 TO WE ARE SENDING YOU CtYAttached ? Under separate cover via_ ? Shop drawings ? Prints ? Plans ? Copy of letter ? Change order ?_ COPIES DATE NO. OESCRIPTION THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted e-ro-i. your use ? Approved as noted 9-A-s requested ? Returned for corrections ? For review and comment ? ? FOR BIDS DUE 190 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY ? Resubmit copies for approval ? Submit_copies for distribution ? Return corrected prints ELGUTEG3 oOF 4G°3GUSGE94MRd owre. 2 _ ,7 d ? ATTENTION /??? ? RE: r ??ur L0 ;c?G /?`., following items: ? Samples ? 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Gl ~ ~ ¢ ' ~ i ' ' j , !i~ i - _ - ~ ~ I il ~ tl' I ~ I - ~ . ~ j I) . . . _ . . . _ ,1_, / ~ ~ O ~ ~ ~ ~ i ~ ~ - ; r ~ , ~ i i - - _ ~ ~ - - ~ , , i ~ ~ ~ {I ~ I I ~ ~ ~ ~ i , G i ; _ ~ ~ , ; ~ , I ~ i i ~ i ~ il ~ ~ ~ , , __v ~ ; ~ _ ~ ; ~ ~ , -1 , i - _ f. ~ ' ; ~ , . ~ ~ ~ I y__. _ Y . ~ / 3 ' 2 ~ ~ Z~ ~ Z Z ~ ~ i , ~ ~ , ~t. _ r j ~ i ~ ' ~ ^t ~ ~ N o , ~ ~ T_ ~ ~ r 3 , (n ii ej ~ - ~ ~ i ~ , f ~ r' ~ i-, w ~ ~ I 3 ~ ~ f i c- ~ J ~ O (L 2 Q ~ ~i ~ I ~ yd' 1_~_ E ~ , \ U- , ; _ , ; ~ , _ _ I ; .v .--t o z ~ - U ~i ~ i ~ i ~ ~ ~ ~ ~ I ~ t ~ tSy. ~ i ~ E I ~ i ~ ~ C.3 ? ~ ° i ~ ~ ~ b--x i ; ~ , i . . ~ ~i I ~i f i ; ~ . ~ " i~~~~, ~7 1 ~ i ~ n I ~ i ~r I~ i`T_-~i } ( f ~j i~ . .:y,; . ~i I - ~ i I E ~s~ ~ ~ - , _ f 1 ~ ~ i ~ ~ ---7{ ~ ~t (R , t ~ ~ ~i ~ =y' ~ 'i ( ~ ; T. !,------~I ~ ~~u I I i ~l ~ , ~ COD ~ W cJ~ °C , , ~ _ ~ ~ i I ~ ~ ~ _ ; i , ~ i ; - ~ ~ ' j ~ ~a' i ' i; , i i~.! _ o Q ~ c' i I ' ~ ~ ~ I~ ~ ~ T - - i- l _ ; , ~ ~ ~ 0 F- ~ ~ ~ ~ ; ~ ~ 4<14Cs~. ! ~ - i _ / , CC ' ~ ~ - -----I lY.. _3 ' ~ I' f___ ~ ~ ~I f = ~ ~'Ce~~ F- L~ li U) p ~ W , ~ ; , ~ ~ i' ; ' ; ~cx: ' / ~ , ; ~ ~ _ ; _ _ _ _ _ ; ~ . ; ~ ; ; ~ a z ~ 0 O C3 O LL' FLLJ- n- / I i i i ~ ~ ,Ci ~ ~ ~ ~ ~ i ~,aU: / ~ i i', ; I ; . E ! ~ !C; - Q ~ J J~ W d i / > I C I ~ 4 ~ i ~ ~ ~y1 I I ~ i, ~ ~ ~ ~L Q ~ ~ U., I , i ~ ~ ~ ~ i- ~ r:~ ~ ; ~ ~ . f P` ~'~t i ~ h.. . tn Q U W W U ~ ~ - ~ ; ~ ~ ~ ; ~ . ~ j , i ~ _ , . # ; ~ t( 1 ' ~ . ~ ` ~ - , ; ~ ~.ll, , ~ ' ~ ~ ~ ~ ~1\- ' d ~ ~ [ ~ t ~ ~ ~ , ;l_.J! ~ I ~ } r- , t i ~ ~ ~4~ i N~' ~ ~ ~ x ~ ' i~ i ` - - ' ' - - ~ ; ~ , ~ . ~ , x< « , ; ~ _ _ ~ , . ~ ~ - s , , r ~ --A ~ ~ ~ , ~ i F : ~ ~ . . . . . ~ . ` ~t ~ ~ . ~ . 'w. 'I ~ ~ 1 i i ~ I . l ~`t . . ~ i _ ` ; . u ~ i . ~ I ~ ~ , , t ; w.,.~.~....w.,,_ ~.r . ~ , ~ ~ ~ ~ ~ f } ; ~ _ ~ ^ a ; ~ ~L~' i , . ~ r r ~ ~ , j i 2(r~ i ~ ~ ~ , ' ~ ~ ~ d ~ ~ ~ ~ .o.i - ~ ~ t ~'-z ~ ~ ~ ~ i ~ ~ ~ ~ ` ~ I o ~ r ~ ' , - V n ~ C_; ~ ~ % ' ~L „ ~ ~ ; 4 ~ ~ ~ ~ ! ~ ~ ~ I j ~ - ; _ ( ' ~ ~ ' ~ i ! ..a, - ~ ~-a . .,.,.f , ~ - ~ ~ , . . ±r-- n- . ~ ~ ~ 1; ~ ~ ~ ~ ~ ~ ~ Z Z ~ i! ( s ~ ' I'~~ ~ ~ ~ ~ , i,1 ~ ' ' ~ t ( F ~ _~'t ' " ~`r ` 1 _ ~ a--,-` - ~ _ / ~ , ~i _ _ , ` ~ , ' ~ / , , ; , , , , . , L.. . , i s~, i . - _ ~ . 1l f , ~ 'F `r , i , : ;-----T-_- ~,i~-- ~ ~ ~ , , ~ , ~ - , ~ ~ _ , ~ 1 _ ~ _ - _ ~ ~ n,~ ~co , 1, , ~ ~ ~ 1 , ' 1 • ~ ~u - ~ _ _ , ~ ~ ~1 ~ , ` ~ ~liil ~ 1 ,1 ~ ~ ' ~ t , i r-~ i,-r-~ ~r--- ~ S ~ ~ ~ ~ , ' ~ ~ / - ~ ~ i I'~-` _'tij ~ i ~ i~ ,I~~ Y ~ id i; I { ~ ~ ~ ~o i~ ~ - ; ~ 1 ~ ~ ` - ~ , A ~ ~ ( ~o ~ ' ~ } `t I~ ( ~ , ~ ( _-w~ ~ ~ ~ \ ~ '~~u ll \L i ~ ~ ~ , ~~i ~ = ~ ~ 11 1 t~ I~~ i~~, t~ i~ t \ ip ~ ~ ~c.L ~ t I~ S ~ '~1 ,I'~,II I'~~ 'I~i C~ I6 ~kl 1 ~~`i ~ ~II ~ I~ ~ 1 ~I ~ ~ ~I N~- ~ ~ 1 ~ ~ ~ ~~~~~~i; I , I i; IC'~ ~ r i~: ~ _ ~ ; ----r,~- - - - - ~ - , ~ ,;f- - ; ~ ~ ~ - - - - ` - - ~ ; ~ 1 / I ~n ~ - , , , , ~ g ~ , ~r ~ t ~ 3~ ~ ',~E lt~ ~ - ~ ~ !I ~ ~V 1 ~ t l i !i' l 4 ~ ~ ~ I i ~ ~il . k i 11 ~ f ly i ~1 ~ ~ ~ ' ~u O ~ i I~ ' z ~ 'i i I ~ Ii: iil ~ ~ ~ ` ~ ~ ~ C'"V~ j ; ~ ~ ~~~i i I ~ ~ ~ ~ ~ ifiT_ j ~ ~ I~' ~ ~i `'i I - , ~ ~ 1 I ~j 1 ~ 1 ~ ~ ~ ~ , ~ ~ LL. , \ ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ti i, Tl ~ 1 ~ '1 1 ~ , La.t ~ l t ' 't ~ ~ Ga 1 ~ J ~ ~ c~ ! ~ . ~ ~ ~ ~ ~ 1` ~ `i ~s ~~t t ; ~ , ~ ~ ~ g ; ~ ` ~ ~ 1 ~ ~ ~ ~ - ~ ~ ~ '~`w. ; ~ 2 ~ , ~ ~ ~ k c~i' ~ 1 ~1 ~ ti,.~ _ , , , . ~ ~ ~ ~ ~~f~~~~ ~a 11 ~ Z ` ~ j ,o ~ ~ l ~ ~ / ~ ~ 1 ~ ~tl ~ 1~ ~ ~ ` l ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ; , ~ , ~ ~ ~ ~ ~ ~ , ~ ~ ~ / ~ r z ~ ~i ~ ' ~ , ~ ~ ~ - ~ ~ , ~ ~ ~ ~ i'1; ~ ~ g ~ 1 ~ r ~ ~ , d > l ~ u~ , 1~-- ~ ' t ~ 1 Y 4 , '1 ~ , ~ :c / ~ t ~ , 1 ~ ~ , ~ ~ , `t ~ i ` ` ~ ' '~yjF `1 % ,4 ` t - ~ 1 ~i i ~ ~ ~ , ~ - 5 ,-r~ t , ~ ~ ~ , , ~ ~ ~ ~ , , ~ .r~ ~ _ ~ ~ ~ ~ s~ , 1 ~S 1~. ~s~ S~ ~ ~ ~ ~ ~ ~ , 1 ~ , „a- . ~ r-- m n- ~ ~ ~ , ~ ~ ~ ~ 4 ~ si ' ~ ~ ; 1 ~ 1~ ~ s ~ ~ ~4 ~ ~ , , ~ 1 ~ ~ti ~ ~ i ~ , ~ ` ~ ~VIN ` ; ~ ; ; 7 . ~ ; ~~p \ , 1 ' ' ~ , ~ 1, , ' ~ 1 r ` ~ ~ ~ ~ , ~ ~ ~ ; ~ 1 ~ ~ ~ ~ 1 ~ o:.~" . , ~ - ~ ~ :4~ ~ 4: ~ / 4 . ~ ~ ~ ~ ~ ° cL ~ ~ ~ 3 ~ VI ` ~ ~ ~i. i ~ ~ ~ t ~Lj ~ -Z~ ~ c~.,- . . . . / ` ~ 3S - ; ~ ~ ~ ~ , ~ ~ ~ ~ , ~ ~ G~~ - ~ ~ ~ 1 , ~ , - ~ ~1 ~ ,r- ' ~ : _r ~ ~ ~1 ~ ` / F j / ~ ^l ~ 6, l~ ~ _ _ ~p~ i i 1 i ~ ~ ~ ~ ` ~ ~1 _ , t < 1 : v ~ - . ~ ' ~ . _ ~ r - ~ . ~ t . ~ ~ : . ~ 4~d.. f 7 . . , . " . ~ ~ ' ~ 1 ' . ~ ~~I ~ " . , ; . , . , , ~i. . : ; ' ~ r « , : . . ; . r ~ , . . . . . - l~ z ? , ; : • : ~ ~ ~ - - ' ' a~..,.__ _ . . . _v,_..._.s...~._ _ . _ . . ~ _ _ _ ._.__.w._ _ . . . _ ;s.. . . . . - ~~.s~...~,..,~..~..~~; '~.~..~wu~.,_,. .._z,_ . . . ; _ - - - - - . ~ . . . . . . 7 ~ . . ~ . 0 . . . . . . / . ~ z / t ' f ~ w z~ J Ij 0 0 0 ~ ~ ~ _ ~ ~ ~ ~ ~ ~r / ~ ~ ~ Q I-K~' tL ~ , ~ / , , ~ ~ ~ ~ Z ; , ~ ~ ~ ~ ~ ~ ~ ~ ~C) ap V-- ~ ~ ~ ~ ~ , / 'i~ w~, • ; ~ ~ ~ U) , ~ ~ ~ ~ ~ , r / ~ ~ ~ / Z CLU i ~ ~n ~ / , r , ~ ~ i ,i . ~ ~ ; , ~ ~ ,1! r ~ Cr q,.~ ~ t . x..U I'~• !'~Y t~~ ~ = ~ ~ c ~ r / ~ ~ ~ ;~a r W = - ~ , o ~ ~ Ua r ~ ~ ' t~ ~ ~ ! ~V ~ + ~ w m ~ ~ttJ ~ ' ~ ; ~ ~ ? ~ r ~ -l ~ ~ t ~ ? ~ , N, ~ ~ ~ ~ 1 w w O -j - cr i . , ~ , ~ ~ ~ ~ / ~ 11 L1 < a ' I ! ~ I ' + ~ i ~ J ! ~ ( ~ ~ ' ~ itz 14 Q , ~ r± ~ ~ ~ f' ~ ~ ~ ; , ; i ~ ~ ~;.I~ ~ , ~ ~ ~ ~ i ~ • O N l ~ , r 3 , v . t~J ~k1 ~ r r ~ < < ~ ~ d . ~r l ~i!~ ~ ' ~ r i , ~ ~ i ~ ~ ~ w i.t,, V ~ ~ ~ ~ ~ " ` ~ x ` 0 ~ ~ ~ ~ ~ ~ % , ~ ~ ~ do~~• ~J . . - J ~ ~ i ~ , ' ~ ~ ; ~ l ~ ~ ~ , ~ Z w \13 .c ~ y z ~ , ~ a~ ~ ~ ~ ~ ~ , ~ I Q~ ~ J' ~ , ~ ~ / ~ ~ ~ • ! ~ ~0r~' T'~l~*~~~- 7I i~ I ~ i ~ 1' ~ ~ . , , ~ i ! R ~ ~ I ~r ~ ~ ~ ; ~ ~ ~ ~ W ' ~ ~ ~ o ~ ~ ~ ~ ~ ~ i ' - ~ r Q ~ ~ a ~ ~ ~ ~ ~G ~ N ~ ~ ~ ~ ti , d~ l ! ~ ~ ~ Is ; ~ ' ~ ' ` ~ ~ ~1 j , j ` ~ ~ ~ 1 ~ 1 ~ ;~j~'~ .ytV I ~ ' w~ ~ ~ i / , t . f ~ \ 1 e^w. 0 , ~ a~~ ~ ~ ~ ~ ~ ` r ~ t~ ~ N ~ ~ , ~ ~ ~ l il / ~ ~ ~ / r\ ~ ~ ~ 0 N ~ ~ ~ J ~1 r ~ ,~J ~ ~ ~ ~ ~ , ~ 1 ~ 3 ~ ~ f ~ ; ; ' ~ ` ~ ~N ~ 9 ° 'Q N F- _ . : ~ A . . ~ ~ ~ 1 ~ . / ~j~~~~\ . . . ~ . . ~ 0 U) ~ V ~ . . ~ ~ . ~ . ' . . , l ~ y~ _ ~ , ~ ~ ~ _ ~ ~ / ` ~ ` ~ r ~ ~ ~ ; ~ ~ . ~ ' ~ a J z D Q , , ! ~ ' ~ ! r ~ ! e~ i W 79 r ~ , ~J r ~ , i il w ~ z ~ W , , ; ~ ~ ~N 1 ~ ca-no ~ ~ ~ ~ ~ I / ~ 1 ~ l i t ! ~ ' ~ ~ r ~ ~ , ~ 1 ~ ~ ~ / ~ , "°a~ ~ ~ \v ~ °~w, ~ ~ , ~c ~ r - ~ ~ P I ( ~ ! ~ ~ ~ ~ ~ J ~ r ~ ~ / ' J r i / r W ` i r~ 1 ~ 1` I ~ ~ COD 0 ~ t ( r ~ ~ ~ ~ ~ ~.I N ` i ' , --~7" _ d ~ ~ ~ 1 ~ ~ ~ t' 2C W p W ~ ~ ! s~" , ~ ~ ~ a- ~ OC W J ' ~ ~ ~ ~ ~ ~ C/D m W m ~ ~ ~ ~ ~ „ / ~ ,r 7 ~r ~ U) U) ~ ~ ~ - ~ n- `Q a ~ ~ h}- O I}- ~ ~ i ~ ~ f ~ ! ' ~ ~ ; ~ ~ ~ f , r ~ , . a; ~ ~ ` ~ ~ dl ; / I ~ c~s ' j ~ ~ ~ ~ oft_ i 1 ~1 ~ N u31 l~ ~ ~ ' ~ ( / ~ ~ ~ ~ ~ ~ - ,ti ~ ~~I I~ i ~ ' , ~ . ~.~j ; ~ I9 ~ ~ I I~ i U- ~ I ~ 1 'il ~ '~I ~ ' - - I i ~ ~ ' ~ ~ . ~ ~ T- : ' O ~ - ~ N ~ j . f . . . i~, ,I~~ I ~ ; 7 ~ - 1 i ~~v ' ~ - - i ~ ; lJ~ eo' w ` ~ , ~ _ ~ ~ ~ ~III `i,au i I °~-L> > I I'~~- ~I ~ ~t~, ~ I I~ ~ a. E 4) i ~ A = O.. ~o ~~~L ~ ~ _ ~i- ~ ~I ~ ~ '1~ ~ j ~ ! II~ - @` ~ ~ ~ ~ ~ , ~ ~ ~ i ~El i ~I , ~ ~ i ~ lL f , I r ~u3 ~d~1. ~ ! ~ j ~ ~ti r i ~ I - ' ~ 1 j', ' } I tn o U Z W ~ ~ ti ~ ~ - - ~ ~ ~ ~ ; t~°~C , ~ ~ ~ , ; v > , i I , i ~ - i ~ (J, - - : ~ ' e ' I~ ~ ~ ~ ~ ~ ~ j v~~ ~ 11 ~ / W ~ ~ ~ ~ , ! 1 ~ / ":~v , . ~ ~ ~ I z ; i ~ ~ w. a'd' ~ ~ ~ \ _ ~ ' ~ ii ~ N_ f ~ ~ ~ ~ i i ~ ~ ; ~ ~ ~ 11~ _ I iI a.- ~t _ ~ I; ~ ~ ~ Q I , I , ~ \ ~4~ - - ~ ~ , li , 0 & t- v I ~ \ ; ~ ; ~ \ ~ . ~ ~ ~ ~ ' I _ ~ ~ i ~ I '?1 ~ ' \ L. cr-~ u- z ~ j[] _ ~ I; i ~ ~ i \ , % _ ~ ~ ~ w O z ~ O ~ _ ~ - -t I !~I _ > --'r , ~ ~ ' ~ _ . ! d- ~ I i i~ ~ u- w aw. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~i ~ f r-~ _ , ~ ~ ~ ~I, ~ ~ ~ ~1 I ~h ~ ~ v ~ ~ 1 v~ ~ J ~ W ~ ~ ~ m Q U w w U C , _ ~ ~ ci i G , . a- , , ~ , , ~ - i ~ ~ ~ , . . ; ~ ~ ~ ~ ~ ~ _ _ , , , ~ _ ~ ; ~ . _ - - - ~ i ~ ~ ~ , 4 ~ ~Y . . ~ _ ~ . . . . . , , j . . ~ ~f . i f,f I ; 1 ~ ~ . ~ , . , ~ ~ ~ y , ; ° .~.r . . ~ t l""- ~ I i ~y,~ S ~ t ~ $ I - ~ 1 I E'~ ~ 46- - . , . ; , ~ ~ ` ~ i~ . . . . ~ . . ~ ~ . . . . . . . . . ; ;I ~ ~ ` ' ~ . 4 . 1 ~ ~ . . . ! r ~ ~ ~ r s ~ q 1 I , v~. ~ ' I,, j ~I ' ~ ~ ~ ; ~ i ~ ~ ~ a < ~ # ' } ~j i ~ I E ~ !1 ; ~l ~ ; . ~ ~ ~ ~ ~ : ~ A ~ ~ ~ I ~ = . ~ r I i ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~I ~ ; ~ . ; ~ ~ _ ~ F i, ~ ~ ; , ~ ~ i ~ I', ~ ~ ~ ~ ~ ~ ~ ~ - ~ Qo ~ ~ ~ ~ i i i ' i i! ~ ~ i j ~ \ ; ~ r ~ ~ I i I'; ; _ ~ i ~ _ 1i ~ ~ i~~ ~ ~ ~ ~ ~ - ~_1~~ ~ ~ G_ ~ I ; ~ t ~ ~ , ~ ~ G , ~ i , _ ; ~ ~ I , ~ ; ~ ~ i ! - . ~ i ' I ~ - ~ ~T ~ ~ i I ~ ~ _ ;j f 4 ~ i ~ j ~ j ~ ~ ~ ~ , k ! . ~ i ~ ~ ~ ! ~ ~ ~ ~ z;, ~ ~ , _ ~ i _ r,~ . s~ ~ ~ ~ " ' - - ~-~.i ~ ~ - ' ~ ~ , ; ~ _ I ' _ ~ ~ ~ ~ ~ l4~ y~ ) ~ , ~ ~ ~r ~ ~ ~ ~ ~ , $ ~ ~ ~ 4 Z z - ~ - - ; - - ; v , ~ ~ - , ~ ~ ~ ` ~ e~ - !~i ~w n -'d- ~ ~ - " ~ I ~ ~ 4-- Ij -1~" ~ ~ i,i t,_.. ~ ~ _ ~ _ , ` , ~ i_~; i' ~ 't ; ~ ~ / ~ il~ ~ i~ 1 E ~iG ~ ! ~ ~ - ~ _ - _ . - J ~ ;~l' ` _ ~ , ~ ~ „ - ; 1 ~ i _ ` ' ¢ ~ ! t_ , ~ ` . _ _ _ _ ' - , , ` - ~ ~ r--- - - ,r ~ - -t-- ~ ~ ~ - , ~ - " i, _.1, ( ~ ~ i I;~-'i, ii ' 1 ~ - ~i I (I ~ ~ ni ~ ~ ` , ~ ? I 1 ~ . . - - ~ ~ ? ; i i 1ii i { ~ ~ ~ ~ ~1 ; ~ ~ I I ~ ; I ~ ~ ~ \ , I _ ~ i~'~ . V`--- - i_ ` ~ ~ ~ ~ ~ ~ I ~ ~ ` . ..._....._.--i-._ -...r. . . _ .r ` ~ , . . . . . . - i f ~ i , ~ l ~ ~ t ~ - - 1 ~ 1 1 t--;-r ~ " , ; ~ ~ ' i ~ ~ ~ I i ~ i i~L ~ I ~__L__~ _ ` ~_t___1_..~ ~ ~ , . ` ~ ~ ~ 1 ~ ~ ` ~ 1 t ~ n ~ R1 V ~ ~ . ~ . +3` 1 z ° ~ . / , r. _ ~i _ ` t , ,P c~ c.i~il ` ~ ~ ~i ~ ~t ~ ~ ~ t ~ ' ~ , ~ 1 ~ 1 \ t , O LL. ' `~~.--~t . ~ l ~ ~ t ~ 1 1 , ~ ~ 1 cm F4- ~ ~ ~ ~ ~ ~ W ~ ~ ~ ~ ~ , ~ ~ ~ ~ C.2 '"r- ~ ~ ~ \ ~ ~ J ' ~ ~ 1 ~ , 1 , ~ i ~ cm 1~ ~ , 1 ~ ~ ~ ~s ~l ~ 1 ~ ~ ~ 1 ~ , • , ~,i s,~,~ ~ 4~ . ~ ~ ~1 . ~ . . . . . / ~ . . . . . ~ . ~ ~ ~ . . ~ , E • ~ ~ 1 ~ ~ „ 1 ~ ~ ~ 1 1~ ~ ~ ~ , , `1 ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ,51~ , ~S , ~i ~fd, 'y" k ~ 1 ~r ' ~ ~ ~ ~ ~ 1 ` 2~~ ~ ' ' i '1 , , ` 1, ~ ~ ~ S ~1~ ~ ~ 1 , ~ , ~1 ~ ~ ~ Z ~ ~ s~ ~ % ~ r I ~ ~ , ~ l r,-- ~ ~ ~ 1 ~ , ~ ~ ,t ~ :t i ~ i ~ r~ ~ . . ' / _ ~j 1 i ~ 1` ' ~t ~ ' ~ ~ ~ ~ ~ ~ 'y ~ ~ ~ ~ ~ ` , ? 4 ~ ~ m ~ ~ ~ ~ ~ ~ ' l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I i 1 ~ ~ ~ ~ I ~ I ! ~ ~ 'P1 .m ~ ~ A h ~ / ~ ~ ~ ~ ~ ~ ~ / ~ ~ o" , , I ~ ~ ~ Z O 1 ~ ~ ~ a. . z Fr O U ~ , oo W ~ ~ ~ s ~ o ui , ~ d ~ r ~ . ~ ~ , ~ ~ , ~ 'i~ ~ ~ - C~. - ~d ~ ~ ~ ~ ~ ~ P- J ~ rc'' ~ " 1 ,1~ ~ ui , dC~' ~ ~~y . ; U ~ - 0 ~ . ; Z f-- ~ ~ ~ , ~ , ~ ~ ~ : CC} . . . ~ ~ . . } Z ` ' ~ ` ~ U , ~ ( ~ d cr ~ ~11~ ~ ~~a - ~ ~ ~ ~ ~ w / ~ ~ ~ ~ ~ O O ~ ~ ~ i ; ~ ~ ` ~`~S o . ~ / b .t c~ C~, ~ w=m t~1 f ~ ~'~y ~ 'I ZW ~ _ i ~ ~ ~ ~ ~ 0.''_' \D °o o r`` i~ ~ ~ ~ , , > <C ~ ~ ~ i W W m ~ ~ / i ~ ~ ~ ~ , / ~ ~ ~ 1 F ~ i ---sL U)F~ Z ~ LL1 ' ~S 1.~ c- Q W Q ; - + ~ l i __"y~,~ _ _ ~ ~ _:c 0 ~ / / r - ' a~' ` r I ` ~ ~ / / ; ~ , ~ ~ i o ~ '1 ~ ~ ~ ; ¢ sO cr a i I ; ~ ~ ; v ~ Q a~ r ~ ~ , ~ - , ~ , ~ ~ ~ , ~ I ~ ~ ~ N , , / , I ~ • ~ ~ ~ ~ > ~ i i ~1 ~ ' ! ~ e ( HI n. . / ~ ~ ~ ~ ~ r ~,~f , 7. ' :A- I ~ ~ ~i ~P % ~ ~ , , ~ U) ~ ~ LL U ;U f; ~ i ~ ~ - ~ ' ~ ; ~ i ; , At: 1 ~ ~ r~ ~ ~ ° -s N t ~ / , 1 ~ ~ N ~ ~ ' i ~ / 1 / ~ , v~1' ~ ~ 1~ (j ! ~Ae ~ ~ ~ % :C ~ ~ ~ - aCi ~ \4 ~ ' ~ R \ ~ Zijf ; ~ G `N ` i 1 ~ ~ • p . ` ~ ~ ~ > p, ~ ~ i 1M '~.D~ ~ , ~ / r z ~ ~ 6~ M G. / j ~ ~ ~ ~ N ~ ~ v+~~.,~. / ~,,hQ~6. , ~ ~ ~ ~ ~ ~ ~ "~2 ~ r r l~ I ~ ~ ~ % ~ r CJ t r . ~ L . r ~ ~ ? 1 ' % t~~ ' ~ i~ ;.r ~ ( I ~ ~ i , ~s}~ ~ ~ I ~ ~ . . ; ~ ~ ~ ~ ~ ~ 0 1 ~ ~ ~ 7 ~ Go , ~ ~ ~ ~ ~ ~ , N i 0 N ; r ~ ; ~ _Q cm _ ; . , ~ / / ' LO ~ t r~ , % ' ! , ~ , , ~ ~ ~t-- ~ . ° . ~ 1 a.~ l . ; . ; ~ , . ~ ~ ~ ; ~ i t J ~ ~ j ~ ~ , , ~ J ~ , ~ 1 ~ ~ ~ ~ ~ z LU cr .j awa~ ~ - l~- i ~ ~ /i~ ~ ~ sz- Z) a. 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I . ! l_..__ s ~ ~ ~ I I~ 1 ~ C`-~ ~ ` ~ ! ~ ' ~ ~ ' ; ~ ' ti L_i ~ r-- ~ ~ ~ ~ i ~ ~ ~ ~ i~ j~ i ~ ~ ; ~ I ( ~ !i ~ - j t=- I;~~ ~ _ I ~ ~ ~ tin ~ - ~ ~ _ ~ v ~ u I 1~t i ~ ' ~ ~ G ~ ~ ~ ~ ~ ~n~ ~ ~ ~ ',~~J ~ _ i ~ _ = ~ I _ _._T I ~ 11 tl Z Z Z Z Z' ' I ~ ' ~ G ~ I _ i j ~ ~ i i - 'I ~ ~ - i ~ l ; ~ I, - ~ _ 1 1 I~ ~ ~ ~ l ! ~ ~ ( ~ l ~ ' _ ! s ~ r ~ i ` 1 ~ ~ 1 ~ ~ % ~ J 5~, ~ . ~ . , { ~ t 1 ~ ~ - ~ , l , 1 , , - ~ ~ ~ , 1 ~ ~ ~ 1 ~ ~ , ~ , ' 1 ; ~ ~ ~ 1 ~ 1 f z 1. t ~ i 0 P ~ 4 y ~ / ~ ~ ~ ~ ~ 1 ~ ~ , \ 1 1 0 LA- ~ ~ 4 , / ,a , 1 ~ l ~ ~ l z cm ~ ` ; rZ ` ~ ~ W ° ti ~ ~ ~ , ~ ~ ~ C-7 ~ ; ~ t , ~t . + t ~ ~ , C ~t ~ ~ ~ ~ ~ ~ $ , ~ ' ; ~ 1 " ~ 1 ;1. ~ ~ d ~ ~ ~ ~ _ i 401~ , ~ ~ ~ , ~ , ~ , ~ ~ ~ 1 . ~ ~ ~cY ~ ~ ~ ~ . . ~ . . ~ ~r ~ , , ,~S \~a~ ` ~ ~~U ~ ~ , pl~ U , ~ ~~1 ~ ~ ' ~ ~ , , ~ ~ i 1~~~~; ~ , ~ 1 ~x ~ ~1 ~ ~ ~ ~ ~ ~ , ~ 11 ~ 1 ~ , 1 ~ ~ , ~ ~ ' ~ . ~ ~ ~ ~ v ~ k~ ~f~ ~ t 1 . ~ 1 ` ~ ~ ~ ~ , ' ~ ~ ~ \ i Z . , \UA ~ ~ ~ ~ ~ , ' ~ ~ i , ~ % ` ~ ~ i ' ~ , 1 ~ ,P , . ~ ~ ~ ~ ~ ~ T~ ~ ~ 1 , ~ a,• 1 ~ . ~ ~ ~ ~ ` ~ ~t1~ ~ 1 ' ~ ~ 1 ~ ~ ~ ~ ~l ~ , Gx t ~ ~ ~ ~ , ~ ~1 \ ~ ~ ~ ~ ~ ~ `t I yi ~ m CL ~ , ~ 1 I I, ~ ~ , ~h , ~ 1 ; d. ~ ~ , ~ ; ~ ~ ~ `Y ` ~ ~ I ~ ~ ~ ~ ~ ~ ~~~1 ~ ! '~i'~ ~ ~ ~ ~ ~ ~ - ~ a ol~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ,u~~ ~ i' ~ ~ r, ~~d~ ~ i i Ud ~ ` ~ ~i \ z 1 ~ ~ ~ ~ , ~ ~ , ~ „ 0 ~ ~ti ~ ~ F- w a ~ ~ ~ z Fr ~ ~ 22 U ~ W ~ / ~ , ~ ~ p W ~ ~ ~ ~ ~ , ~ 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ „ ~ ~ s ~ ~ i p~, OL q ~ ~ ~ p'i~i ~ ~ `~UU'J W dE3 dPU . ~1~ , ~ u R49 . ~j; , ; ~ ~ s ~ ~ ; ~ , ___.u..~:~ . : _~w~___._:~.__._~ _ ~ w ~ _ ~ , Use BLUE or BLACK Ink r For Office Use AQR I Permit I C City of Ea b Permit Fee: 3830 Pilot Knob Road ~1 I Eagan MN 55122 1 Date Received: RECEIVED Phone: (651) 675-5675 Fax: (651) 675-5694 j Staff: 77- APR 2 6 2011 ---------------I 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: _300 5,522,1 Tenant Name: 'L (Tenant is: New / Existing) Suite Former Tenant: PROPERTY OWNER Name: ^ , J~ , ~ f'irfst'% ~ Phone: XZ10 Address / City / Zip: .360../V ✓ -3'lA,l Applicant is: Owner Contractor TYPE OF WORK Description of work: 0b14:~"Ilyc_ yea- Construction Cost: e~ CONTRACTOR Name: (~_'h' Address:,/4_ %✓G# r State: Zip: Phone: Contact:--21-?A/ 1<4_V,4 Email: ARCHITECT / Name: Registration ENGINEER Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone M NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. i CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan' that I understand this is not a permit, but only an application fora permit, and work is not to art without a permit; that the work will be in accordance with the approved plan in the case of work which re4uir review an P P d ro I of -ans. x s Applicant's Printed Name Applicant's Signature Page 1 of 3 od I _-Use - BLUE or BLACK Ink • . ~ ~ For Office Use - - - - - - - - - - - - - - ~J , I j Permit l City of Eajan I I Permit Fee: l 3830 Pilot Knob Road Y I Date Received: Eagan M N 55122 I Phone: (651) 675-5675 I Staff: Fax: (651) 675-5694 I _ _ _ _ _ - _ - I 2011 COMMERCIAL PLUMBING PERMIT APPLICATION Date: P-- 0 - I ( I Site Address: 30~ ~ Cwu( 7 ACS Tenant: l-Qk na LcLL.Q_u A fs - Suite PROPERTY OWNER Name: LAMULAkL M5. Phone: Name: )WaL6 KudAcluvad License CONTRACTOR Address: -2m wy-sfi ?Wo 1,610 City: Si - r State: 4 kl Zip: SS 10 Phone: USI - may- 3ico Email: x TYPE OF -New _Replacement _Repair -A Rebuild _ Modify Space _ Work in R.O.W. WORK 1' - C2' ~t'2's Description of work: lk'tll COMMERCIAL _ New Construction _ Modify Space _ Irrigation System yes / _ no) RPZ PVB) Rain sensors required on irrigation systems PERMIT TYPE . Avg. GPM (2" turbo required unless smaller size allowed by Public Works) _ Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes No Flushometers Yes _No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) OR Contract Value $ x1% _ $ 5S .(b Permit Fee Required on ALL new buildings and boulevard irrigation systems $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surchar e $ State Surcharge Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ S.6a TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.ciopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x-~ -e IieCCit 1~ "IQCIA x 12._LIC k Applicant's Printed Name Applicant's Signature FOR OFFICE U SE Approved By: Date: Required Inspections: Under Ground Rough-In _Air Test Gas Test -Final - PRV Required: _ Yes No Page 1 of 3 Use BLUE or BLACK Ink r-----------------1 I For Office Use I City of Ea an Pelt NOV 7 I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 j Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 staff: cmf c /o - 2011 COMMERCIAL BUILDING PERMIT APPLICATION JI Date: I I Date: 1112,11t Site Address: 30d'S G aaarN ~~°sG~ Zb~4 n'~! !5S ( L j Tenant Name: ~1M~( UM41' Aef-s (Tenant Is: _New/ .X Existing) Suite LAW Former Tenant: Name: - `I pA Phone: - _ Address / City / Zip: 06. D6jimmY 114V44Vs ?.DSO ( Al--s 1~ 260 Applicant is: _ Owner X Contractor Description of work: rFmis'% 92ooM Construction Cost: Name: 12P-WD\IA'CI014 S`~S`'C S i ►ISC. License M (O35 Address: 2~ 35 ~'t~sNti128 N City: / wWVTN ~rl State: MJ"14 Zip: Phone: ! G~ / `7 Contact: 30(L"A- VVocar-Tc- Email: JDWAAA@ ~4JA'C tON~~S~~ S,Epv\n Name: Registration M Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber Installing new sewer/water service: ~J IAAWI S ~N>.(~l h(G► Phone i SZ ' T Z ' 15 11 O. T'^ a o e 1 e: loom, o a a e- .69 e r ra CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.ooaherstateonecall.ora I hereby acknowledge that this Information is complete and accurate; that the work will be in conformance with the ordinances and nodes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the cas f work t?i I quires a review and approval of plans. X ~b~l-"N V Y` o~ X J Applicant's Printed Name A piicant' nature Page 1 of 3 Pit XOD DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility _ Accessory Building Apartments _ Commercial / Industrial _ Exterior Alteration-Apartments Lodging _ Greenhouse / Tent _ Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building" _ Addition _ Exterior Improvement Reroof _ Demolish Interior (/Alteration _ Repair - Windows T Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change 'Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation -7-16, 600 1 Occupancy MCES System ~s Plan Review ✓ y,Gs Code Edition /N L. SAC Units - a - ~{G t iOr'► 46 t`1 n~ r (250%_ 100%~ T~ Zoning City Water l.te, Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers J1~ Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) _ Sheetrock _ Footings (Deck) Flal / C.O. Required _ Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile - Pool: -Footings Air/Gas Tests -Final ~2ooh -Decking -Insulation -ice & Water -Final - Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: Rough in -Air Test -Final Retaining Wall Insulation Erosion Control - Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes V" No Reviewed By: !1 LGW Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee 1177 Water Quality Surcharge 1-5.50 Water Supply & Storage (WAC) Plan Review 510-59 Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAe p0J.31~ Page 2 of 3 l Oct, 21. 2014 2: 33PM 7634211927 FirstSelectEpuity No, 0010 P; 1 Use BLUE or BLACK Ink � � � --------� �` I�,e�_ i-------__ t/� � �� For Offlce U9e I � � � I ---- � _... ..---- --- ...._._....__.---�--�-Pertnll - - .. :�._ .._ . ..----- . . . . ...------- ...- ---... . _ �: ...1 � � i -C�ty�f Ea��--.-----.. , �a �� , �"�� ` `i � Permll Fee; -/ � . 3830 Pllot Knob Road � `�°� -- --- -• I � Eagan MN 55122 � � Phone:(651)676-6676 �t�,;� � j �U�i�. � DaleRecelved: �� ` � Fax:(661)616-6694 � I � Slaf�: � �«�� __-__-_-_J 2014 MECMANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commerclal a pHcatlons. P�4L� Dats: /��—/� Slte Address:, �b O h �9 9�.q �� Tenant: � � Sulte#: ResldenUOwner Nama; Phone: Address I City I Zip: Name:�I C/,� q�n�.►.`eQ� ucense�: 111 BOD `�907 ContraCt01' • . . Addrass: - P Clty: �nd�►��` 5tate:�zlp:��i.3�5i Phone:�,7�.,3- �y�`�7.S� Contact: � Email: _New �Replacement d�itional _Alferation Demolition Type of Work Descrlptlon of wo�k: /�� 5 � ' fw Sf..r� NOTE:Roof moupted�rld ground mount�d meGhanical equipment ts requi�ed to.ke screened by City �� Code. Please contact the Mechapical Inspec;or fpr informstlon on permitted ecreening methode, (� � RESIDENTIAL COMMERCIAL � Furnace New Const�ucllon _Interlo�Improvement Pe�mlt Type —Alr Conditioner _Install Plping _Processed � _Air Exchanger Ges �Exferlor HVAC Unit�vv'lc,f � Heal Pump _Under/Above ground Tank �InsEall I_Remove) ` Olher � RESIDENTIAL FEES � $60.00 Inlmum Add or alteration to en exlsting unit(includes$5.00 State Surcharge) � $100.00 Resldentlal New(Includes$5.00 Stete Surcharge) =$ TOTAL�EE � COMMERCIAL FEES S/3 r Contract Value$ 3 7 x.01 �, $SS.00 Permlt Fee Mlnlmum y� �' $70.00 Underground tank installationlremoval =$ 93 Permlt Fee ;� U 'If contract value is LESS than$10,010,Surcharge=$5.00 =$� �� Surcharge� "If contract value Is GREATER than$10,010,Surcharge=Contract Value x$0.0005 ""If the project valuation Is over$1 mlllion,plaase call For Surcharge =� �g 7� TOTAI.FEE 1 hereby ac�cnowtedge lhaf this Infolmallon Is complete and dCCUrqte;lhef Ih0 wo�k WIII be In Conforrnance wllh Ihe ordlnances end codes of lhe CKy oF Eagan;lhal I understand lhls Is nol a permll,bul onty an applicaGon for a permll,and worlc Is nol lo eldrt wlthout d permll;Ihet lhe Wo�k wlll bg In acCOrdanCe wlth Ihe epproved plan In Ihe case of work whlch requlres a revlew and epproval oF plans. x CT�{�I1�7 x Applica�t's�rinted Name Appllcen Slgne ure FbR OFFICE USE � Requlred lnsp�ctions: Revlewed,By:-_� � Date:��T�' Wnderground Rough In Alr Test _Ges:SeMce Tesf _In-Boor Heat Inal �HVAC Scraaning .� �� , � �� Use�L�1�c��LA�� [�t�c � �� sr C��#ice�sc`��__e. �.�_ _� � r � D < �� . 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App3i��at's F'rini�t��t�rne �p �a�s�'s�igi�atur� • .-� �C}Ft C�� S� ��t�r�v�ed By; L�ate; r ' ��uar�d�r��s+��t��r►�: ��.�nct��-�r��ur�d .,..�.��tt�� ._..,,�i�T�s� ��...��`�� ir��l �"��'��irr��,�,Y��,,,�!� t��t�r��i�t�d lt�rns; l�tater�iz�.,��.... F2��3srs��a�i� ��r€�et�r,� �t��` P�g� 1 e�i:s Use BLUE or BLACK Ink OF For Office Use n 1 Z14 izk • ` i , �'� Permit#:4 ! 7O 1 I`-0 41 a... ..r a,. 40(.."/, Permit Fee: / ---4 sh 4t f @L559 //II Date Received: 3830 Pilot Knob Road ) Eagan MN 55122 Staff: Phone:(651)675-5675 I Fax:(651)675-5694 l— buildinginspections@citvofeaaan.com 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 10/23/17 Site Address: 3005 Eagandale PI, Eagan, MN 55121 Tenant Name: Madnel Group (Tenant is: New/X Existing) Suite#: Former Tenant: Mandel Group Phone:414-270-2612 P 1 Name: PropertyIA Owner r' Address/C' /Zi 301 East Erie Street, Milwaukee, WI 53202 ', City P: .; Applicant is: Owner X Contractor Rte,/ 1.7 Type of Werk '' Description of work. of existing apartment units and fitness room 31CCC.00— 5 000- 474—C)Construction Cost: Name: Dering Pierson Group License#: ;� 22401 Industrial Blvd Rogers ,� .' Address: City: 1 4 Contractor MN 55374 612.325.9450 r State: Zip: Phone: 50 Mike Pierson mpierson@deringpierson.com . . :- }. Contact: Email wt Kass Wilson Architects ,,u,, -: ,, Name: Registration#: 1301 American Blvd E., 100 Bloomington ArchitectlEnglneer. Address; City: MN55425 612.897.6000 ) � 4 A f State: Zip.. Phone: g ' Griffin Jameson 612.873.6000 �, h, ; Contact Person: Email: Licensed plumber installing new sewer/water service: Phone#: NOTE•Plans and suppo.ting documents that you submit are considered to be public Information Portlo s ofthe,infonnatlo maybe classified as nonpublic if youprovvide specNic reaasons that would permit the City to conclude that theyyare dose You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.comisubscribe. CALL.BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ord' -•;-s and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work not to start witho . it;that the work will be in accordance with the approved plan in the case of work which requires a review and approval o tans. x C • 0litti5 x i, , . / Applicant's Prin d Name AApp App "i'n's Sig Pure Page 1 of 3 r DO NOT WRITE BEL,OW THIS LINE / --/ 760 '< SUB TYPES 3 OnS --/1.6,Add -Ir PI , Foundation , Public Facility _ Exterior Alteration-Apartments _ Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial ✓Apartments _ Greenhouse/Tent — Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New — Interior Improvement _ Siding _ Demolish Building` /Addition Exterior Exterior improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation Replace _ Water Damage _ Fire Repair — Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION / Valuation 54(OOa .d Occupancy t '2- MCES System / v Plan Review 4, Code Edition so/S A/bG SAC Units O/No CRi W6V MI t 5,E of 064: L.A (25%_100% "1 Zoning R-• y City Water Census Code Stories Booster Pump #of Units 4 Square Feet PRV #of Buildings / Length Fire Sprinklers Type of Construction ✓•/f Width REQUIRED INSPECTIONS Footings New Building_Deck_Addition Drain Tile — Foundation _Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control ✓ Framing_30 Minutes (...i Hour Steel Reinforcement s/ insulation Concrete Entrance Apron Sheetrock ✓ Other: Fite In11N4 Roof: Decking _Insulation _Ice&Water=Final / Meter Size: Stone Lath Brick EFIS i Siding:_Stucco Lath _ Electronic Set of Final Revised Plans — Windows Fireplace: Rough In _Air Test Final `./ Final/C.O.Required Pool:_Footings Air/Gas Tests _Final Final/No/C.O.Required — Final CIO Inspection: Schedule Fire Marshal to be present: Yes V No ,�/ Reviewed By: e.S'• , Planning New Business to Eagan: "' Reviewed By: CAt-/C. ,Building Inspector FEES Water Quality Base Fee 7/I .7S- Storm Sewer Trunk Surcharge 27. '-v Sewer Trunk Plan Review 441 • L hi Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: /2-O/, 3 9 Page 2 of 3 • • ilLi -4– For Office Use EC EIVED Permit#: /4/7& V JAN 182018 Permit Fee: /57w 7" SDp Date Received: /-/9 l0 3830 PILOT KNOB ROAD J EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: bu iidinai nspections{�cityofeaga n.com --1 _. 2018 COMMERCIAL PLUMBING PERMIT APPLICATION 0 Please submit two(2)sets of plans with all commercial applications. Date: 1/18/18 Site Address: 3005 c� ¢.l-.it-�•C 19/CcL — (3/45 4- Tenant: Lemay Lake Apartments / Suite#: Property Owner I Name: Phone: Name: Steinkraus Plumbing, Inc. License#: 058655 Contractor Address: 112 E 5th St, Ste 101 Chaska MN 55318 City: State: Zip: Phone: 952-361-0128 Email: Jason©steinkrausplumbing.com —New Replacement _Repair Rebuild ✓ Modify Space Work in R.O.W. I Type of Work Description of work: Remodel of 5 units-see attached description r , COMMERCIAL New Construction X Modify Space I, —Irrigation System( yes/ no)(___RPZ/,PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) ' I _Meters Call(651)675-5646 to verity that tests passed prior to Picking up meter. i Domestic:Size&Type Fire: 1 1 Avg.GPM High demand devices? Yes_No Fiushometers Yes_No COMMERCIAL FEES Contract Value$ /5/pp C) x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) -$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ ",TOTAL FEE Following fees apply when installing a new lawn Irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant 1 $ Water Supply&Storage Y ._ — _ _----___-_...__ -.--.----- ____.___ ___ $ State Surcharge i ou�- _$ TOTAL FEE Ywww.city subsc i e to eceive a from Y electronic notification the City of proposed ordinances by signing up for an email update on the City's website at CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xJason Steinkraus Applicant's Printed Name x p Icant's Signature FOR OFFICE USE Approved By: Alai `-) Gate: / (/ f q(11 e3"4 - Required Inspections: Under Groundough-In Air Test. Gas Test • Final PRV Required:—Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 • STEINKRAUS SPI PLUMBING Steinkraus Plumbing Inc. DATE: January 19,2018 TO: City of Eagan ATTN: Scott Peterson PROJECT: Lake Lemay Clubhouse—Apartment Renovations LOCATION: 3005 Eagandale Place, Eagan, MN 55121 DESCRIPTION OF WORK TO BE PERFORMED: BUILDING A: 0 b S. tGL d / e Phut Unit#114—Install new kitchen sink in new location. Install new lavatory and faucet in bathroom on existing rough in Unit#118—Install new full bathroom (lavatory,tub/shower,&water closet) in new p F► location. No work in kitchen 3rd Floor Unit(don't have unit number)—New full bath and kitchen in new locations '?L d AA( BUILDING B: 30a c E k 3rd Floor Unit (don't have unit number)—New full bath and kitchen in new locations f I� BUILDING C: 30qc ECJ �e -Q6,}4_ 3rd Floor Unit (don't have unit number)—New full bath and kitchen in new locations RI I- Fit-K.( If you need any further information please let us know Respectfully Submitted, EAGAN Jason Steinkraus REVI WED BY: DATE: 11 f q- I 1 .K BUILDING INSPECTIONS DIVISION 112 E.5th Street,Suite 101,Chaska MN 55318 (P)952-361-0128(Fax)952-361-5908 iG err /31124 4101k City of Eaall Melo # 33 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks& Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 9/27/16 Project Name: Lemay Lake Clubhouse Sub Type,Work Type: Demo existing structure/ building new clubhouse Address: 3005 Eagandale Place The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance ❑ Yes ❑ No Street/Curb Cut Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City Of Eaall WeILo # 33 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 9/27/16 Project Name: Lemay Lake Clubhouse Sub Type,Work Type: Demo existing structure/ building new clubhouse Address: 3005 Eagandale Place The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: No comments. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance ❑ Yes ❑ No Street/Curb Cut Required 52,44(.3.4Z At. Josh Wilske 2016.09.29 15:28:04-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaaali MeMO # 33 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 9/27/16 Project Name: Lemay Lake Clubhouse Sub Type,Work Type: Demo existing structure! building new clubhouse Address: 3005 Eagandale Place The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: llop e Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: El Yes ❑ No Park Dedication ❑ Yes El No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required El Yes ❑ No REF Reconciliation between Engineering & Finance ❑ Yes ❑ No Street/Curb Cut Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaaau Mello # 33 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks& Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 9/27/16 Project Name: Lemay Lake Clubhouse Sub Type,Work Type: Demo existing structure/ building new clubhouse Address: 3005 Eagandale Place The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance ❑ Yes ❑ No Street/Curb Cut Required Eric Macbeth o z01 oos��MPo s . aR•, 10/6/2016 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters City of Eaall No # 33 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 9/27/16 Project Name: Lemay Lake Clubhouse Sub Type,Work Type: Demo existing structure/ building new clubhouse Address: 3005 Eagandale Place The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: CUP approved in 2015; included Stormwater Management & Maint. Agt. Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required $3,500 Zoning: R-4 ❑ Yes Vi N• o Water Quality Dedication Meter Size: ❑ Yes cg No Park Dedication ❑ Yes Vi N• o Trail Dedication ❑ Yes Vi No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance ❑ Yes ❑ No Street/Curb Cut Required ? ' (c)/(7(6 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4411bb City of Eaaall memo # 33 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks& Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Grannes Date: 9/27/16 Project Name: Lemay Lake Clubhouse Sub Type,Work Type: Demo existing structure/ building new clubhouse Address: 3005 Eagandale Place The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: 40 Indicate below any fees that are to be collected with the building permit. Amount Cl Yes El No Landscape Security Required Zoning: ❑ Yes '4 No Water Quality Dedication Meter Size: El Yes ❑ No Park Dedication 0 Yes El No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes `f', No PRV Required '6 Yes El No REF Reconciliation between Engineering& Finance ❑ Yes No Street/Curb Cut RequiredQ-14 �S ,� it 1 , Sigareli4g Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Michael Grannes From: Jared Flewellen Sent: Monday, October 17, 2016 12:46 PM To: Michael Grannes Cc: Andrew Pimental; Paul Graham Subject: RE: 3005 Eagandale Place (Lemay Lake Apartments Clubhouse) Due to this being a building replacement and the development already paying their dedication,there is no additional Park or Trails dedication needed Jared Flewellen I Assistant Parks and Recreation Director I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1651-675-5505 i 651-675-5012(Fax)I jflewellen(a�citvofeagan.com 4E111"'City of Eves THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. From: Michael Grannes Sent: Tuesday, September 27, 2016 3:31 PM To: Aaron Nelson; Darrin Bramwell; Dave Westermayer; Eric Macbeth; Gregg Hove; Gregg Thompson; Jared Flewellen; Jill Hutmacher; Joe Gibbs; John Gorder; Jon Eaton; Josh Wilske; Leon Weiland; Mike Fineran; Mike Ridley; Russ Matthys; Scott Peterson Subject: 3005 Eagandale Place (Lemay Lake Apartments Clubhouse) A ' G at , k. July 25, 2017 HGTS Project#17-0133 Mr. Nate Gerbert Mandel Group 301 East Erie Street Milwaukee, WI 53202 Re: Final Report, Special Inspections and Construction Materials Testing Lemay Lake Clubhouse, 3005 Eagandale Place, Eagan, MN Dear Mr. Gerbert: We have completed the Special Inspections and Construction Materials Testing for the Lemay Lake Clubhouse project located at 3005 Eagandale Place in Eagan, Minnesota. The project consisted of the construction of a 4,000 square foot, single story building. The building construction included concrete strip footings supporting below grade foundation walls, concrete slab-on-grade and wood-framed construction. Qualified technicians performed the field tests and observations under the direction of a licensed Professional Engineer. Our services were performed on an as-needed basis as scheduled by you or your authorized representative. In accordance with Section 1704 of the International Building Code and the agreed upon scope of services, Special Inspections and testing was provided for the following items: Soils, Reinforcing Steel, Concrete and Masonry. Background Information Haugo GeoTechnical Services(HGTS)performed a geotechnical exploration (HGTS project 15-0355)dated July 7, 2015 for the project. We were provided with a set of structural plans prepared by Darren B. Towells, Inc. titled "For Permit and Bid Only" dated August 17, 2015, a set of architectural plans prepared by Kaas Wilson Architects titled "Not For Construction"dated August 17, 2015 and a set of civil plans prepared by Civil Site Group titled"Bid Set" dated March 1, 2016 Soils Our excavation observations included visual and manual classification of the soils encountered by shallow hand auger borings. Soil cuttings recovered from the hand auger(s) were classified in accordance with ASTM Test Method D 2488.The turning resistance of the hand auger was used to estimate the soils density or consistency. The exposed soil cuttings retrieved from the hand auger borings generally consisted of native Silty Sand and Poorly Graded Sand with Silt corresponding to the ASTM classifications of SM and SP-SM. We performed twenty-three (23) compaction tests in the fill and backfill placed during construction of the building pad and foundation walls. The soil was tested to evaluate the effectiveness of the contractor's compaction methods and to evaluate their suitability to support the anticipated structural loads. Based on the results of our compaction tests, the soil was compacted to densities meeting project requirements Based on the results of our observations, hand auger borings and compaction tests, it is our opinion the exposed soils were suitable for support of the anticipated structural loads. Reinforcing Steel We reviewed the reinforcement on the project structural plans. Information included the bar size, bar length, bar spacing, bar location and splice lengths. We also noted if the reinforcement was free of rust, scale and soil prior to placement. Based on our observations the reinforcing steel was placed in accordance with project plans. There are currently no unresolved reinforcement issues. Concrete Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with industry standards.The placement procedures were judged to have met the project requirements. Routine tests to determine the plastic concretes' slump, temperature and air content were done during the pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. The concrete cylinders cast were temporarily stored at the site and returned to our laboratory for moist curing and testing. Results of the concrete compressive strength tests indicate that the specimens tested met the required minimum 28-day compressive strength. There are currently no unresolved concrete related issues. Masonry Masonry observations included verifying the size and location of the structural elements and verifying the specified size, grade and type of reinforcement. We also observed the protection of masonry during cold and/or hot weather for compliance as outlined in IBC Section 2104.3 and 2104.4 Prior to grouting we observed the cleanliness of the grout space, placement of reinforcement and connectors. Grout placement was verified to ensure compliance with code and construction documents. Routine tests to determine the plastic grout's slump and/or temperature were completed at the time of casting samples for compressive strength. The masonry test specimens were temporarily stored at the site and returned to a laboratory for moist curing and compressive strength testing. Results of the masonry compressive strength tests indicate that the specimens tested met the required minimum 28-day compressive strength, and are attached. Based on our observations the masonry construction was judged to have met project requirements. There are currently no unresolved masonry issues. Conclusions Based upon the inspections, testing and evaluations performed, it is our professional judgment that, to the best of our knowledge, the inspected work was performed and completed in accordance with the approved plans,specifications and applicable workmanship provisions of the International Building Code. Page 13 General Services performed by Haugo GeoTechnical Services LLC have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, express or implied, is made. Thank you for the opportunity to provide the testing services for this project. If you have any questions regarding this report or need additional information, please contact Brett Maki at 612.269.4027 or Jeff Haydon at 248.388.2403. Sincerely, HAUGO GEOTECHNICAL SERVICES, LLC ,1141. Jeff M. Haydon Senior Project Manager I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. ��11111h!ll," * cy�CT S• ,, EF. SS��`� N• +▪ ENGINE ER • • Brett S. Maki, P.E. 7''' •.• '77 .• Senior Engineer ''",? MINN•*ss License Number: 40977 ��/rUttllltt/�� Expires June 2018 Attachments: Daily Reports, 1 to 12. Report of Field Compaction Tests, Tests 1 to 23. Proctor Test Reports, P-1 to P-3. Compressive Strength of Concrete Cylinders, Sets 1 to 3. Compressive Strength of Grout Prism, Set M-1. 2825 Cedar Avenue S, Minneapolis, MN 55407 HAUGO ALO 1/10/14 MI Is SE RVI C ES Daily Soil Observation Notes Project No: 11- O ,3 Date: 21 2-1--I I.'?Ii Report No; Project Name: le.vv1,4 LA1.4... CA.Aptnr.a....c. Project Location: 1.430..-), MJ Client: k1/44,..,u.t.A. Temp/Weather: 52.' 0,44'1 Swiil Project Manager: \-\41,10', Time Arrived: Departed: Soil Obseniation Areas Observed: Building Pad [lHouse Pad EiRoadway EParking/Walks LI Footing _Proof Roll Other(describe): Po6 Soil report available? g Yes 0 No Report reviewed? gi Yes 0 No Report prepared by: \\,ç v s v Finish floor evaluation: y.,‘ 3 Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? NI Yes C]No Specified compaction: Fill source: Oversizing appears adequate? NA D Yes 0 No Soils observed agree with Soils report? 0Yes 0No Soils appear adequate for design loads? Dyes ON° Proposed project bearing capacity(psf): Contractor notified of results? ZlYes 0No Name of person notified: ib - Ziok ‘ac,i) Was a copy of this report left on site? tidYes 0 No If so,whom was it submitted to? b P N .E.55 Ab • IllAUM Lx11111111111 -iv-3 ri I lii1 TP Notes/Comments: 0ett oc '2) *51- rki• Lo.Nedivchr...1. ts 4L - ‘).;Act Ts c-AP •k" cc4-4- 5QT+ ct.1 * 3 f" 5 L.4 5 tc-e," i * (145 9 - —4 k". -C1,4 r. IoU. „ 2-• c • . (7 s • r . , p k) iAtX te4A. fk) 6 id c 5 11 -S, .•(--r masc.. 0=5 Performed By: Ak.t.L._ Reviewed By: Date: 2-1 2.1.17...,0 This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. 0 ALO 1/10/14 all E SERVICES Daily Soil Observation Notes Date: ?— — t "1 Report No: Project Na: V-1 "t`31 33 ��-°-'j Project Name:--R`t"'° :.--s c Utcs ;.,,'..,--Project Location: tZ.. }fir, y-, r tele-1, iem. Client: Temp/Weather: 'Dc , '-'! Th Project Manager:--5,..R4\--- (' . Time Arrived: Departed: R;z:<' .'" `J :, Vie=: ig :#': €`. e;,n Areas Observed: ►; ;uilding Pad House Pad DRoadway OParking/Walks O Footing ❑Proof Roll III Other(describe): Soil report available? /Yes ONo Report reviewed? E5>Yes ONo Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? O Yes ONo Specified compaction: Fill source: Oversizing appears adequate? O NA tlYes O No I Soils observed agree with Soils report? Dyes ONo Soils appear adequate for design loads? 'es ONo Proposed project bearing capacity(psf): Contractor notified of results? Kies ONo Name of person notified: Was a copy of this report left on site? Oyes +lo If so,whom was it submitted to? N )e-Dakrloon\''')1,.‘vN'Zi N!,Vte c-4-V151 1 e, c► illik �. f [ Y 2)11 5,211 r __W__. Notes/Comments , E,. `, cxj..'.r 44),c G a ;c „:v .%cz_vv.'s,: ,' ., £.'i., -�. �:,P,: CA 3 \o.nv A L,i c‘ c- \ '- (`, ,A., id`k.-S k S\- Lap Performed By: \ Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. HAUGO ALO 1/10/14 SERVICES Daily Soil Observation Notes Project No: — C Date: #1,-- I '-3 Report No: Project Name: 1... ... i.tih ject l ocation: , ierr\n Client: Temp/Weather Q.JL t14:►f `,1/4.+\ Project Manager ` - dzoi Time Arrived: Departed: ,.Y. �,. �_ I�� :��.; ;.. �Footing �, ° �� Parking/Walks Areas Observed: i Building Pad OHouse Pad (Roadway Proof Roll II Other(describe): Soil report available? ►_ Yes ❑No Report reviewed? p(J Yes 0N Report prepared by: Finish floor evaluation: Bottom of footing elevation:tiBottom of excavation elevation: Approved plans available? ❑Yes ❑No Specified compaction: Fill source: Soils observed agree with Soils report? yes QNo Oversizing appears adequate? ❑NA Soils appear adequate for design loads? . les �No Yes ❑No Proposed project bearing capacity(psf): Contractor notified of results? Yes ❑N° Name of person notified: Was a copy of this report left on site? es ❑No If so,whom was it submitted to? � V ♦V- N N CA i Til a W li/Il 111 p - '13 ' IIII ,-- ^ r k ' 'div 11r'14�.k` •_."! -�E it & .Cx ; Notes/Comments. _.. — ii, ) '.-AT . PALI vt---5 -. OsAiN y,rl, "1 ' r;-3--V-At.— Irk " \ c crsta, -ia,„ ti C.lv c . ' " C -.(‘ CA, - : A \l' ' ` ' 2` .. Qom- Performed By: ri-1. .•%-1 \\ . Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. HAUGO ALO 1/10/14 SNI iw lL ,,j, •`_ E RV ICES Daily Soil Observation Notes Project No: 11 - 0 13 Date: j-- 11 Report No: Project Name:L +'+nC. Is_A .:UIVArte� S9..+ Project Location: C°N.in l tv1 Client: Temp/Weather:Ci ''\.;+t , Project Manager: -Ii ...j(Mk Time Arrived: Departed: �.. �.,f,. S ,., w` f_ ,i. ,�. Areas Observed: nil Building Pad ❑House Pad Roadway ❑Parking/Walks [Footing [Proof Roll III Other(describe): Soil report available? Yes ❑No Report reviewed? )(Yes ❑No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? ❑Yes ❑No Specified compaction: Fill source: Oversizing appears adequate? ❑NA Yes ❑No Soils observed agree with Soils report? DYes ❑No Soils appear adequate for design loads? ']Yes ❑No Proposed project bearing capacity(psf): Contractor notified of results? 14Yes ❑No Name of person notified: Was a copy of this report left on site? Vas ❑No If so,whom was it submitted to? -1 t I t 1 c" 1r' 1111111623521511� �■�� ■■u■fII■■■uI III .16111111111111! 11111 1 111111111111A1111111111111111 II I ' PR P' 1IIPU! .2,•lAr k i‘ pi _ ,..... Notes/Comments\ t., CoyNA-;,%.; CA rt' c4.,,c 1 i.^.rt 66%irk'kV.. ,.CN"t,rN " L -k fi.:tvb -c. c _\) t. ievi-+ (21-_,..1c,,,,,,\t1t.,,v. L(c'' -� -..x.-NA .D j�a ZA i..PT 4 - t;.S✓' nt..; , s v lek S.,.�c)int . ` �1 i v- _s �A Performed By: x4 Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. HA ° ALO]/10/14 SERVICES Daily Soil Observation Notes Project No: n "`c t 3..3 Date: ., ..—j Report No: Project Name: -` t.,..."1 roject Location: 1 EP.,ItTh ‘, Ar---.% Client: Temp/Weather: ca.,),,r, v S Project Manager:—Nc.:-1- 46Time Arrived: Departed: �� _ ��., �r Roadway Walks E Footing rv`Areas Observed: +:� Building Pad ❑House Pad [ Parking/ [Proof Roll Other(describe): Soil report available? Iti•1'es ❑No Report reviewed? Yes ❑No Report prepared by: �r Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? ❑Yes ❑No Specified compaction: Fill source: Oversizing appears adequate? 0 NA Yes ❑No Soils observed agree with Soils report? Dyes ❑No Soils appear adequate for design loads? Ryes ❑No Proposed project bearing capacity(psf): Contractor notified of results? It,4Yes ❑No Name of person notified: Was a copy of this report left on site? ► Yes D No If so,whom was it submitted to? , , , g 1 N i► tan glib 1RIM �II 1111111111 1111111 ■ii -sl n„ �� p �...r ,., C1, Vil ' ':M 111111.111 , . ' •o--- a .. - ii 1 111'l1111.! 111111 _ is 1111111EASS 111111111111111111111111111111101111111111111 __ ■■■■■K#` . ■■ .*t► �■.■■■■ '� PII IU UIIIIIII amp- Notes/Comments:\ iii.,... , L,,__-‘ _ .., 1 -r41, is . : : ji,. -... .. ice 1 +' 4 CA,;\ 'ar. - _._ ‘§r2:., 3,AA- i \3 ' c Performed By:N'A �C� Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. G Awl/15/1,4 SERVICES Special Inspection Daily Report City of: Report No: Project No: t"7 - 410,4 O33 Date: 31(0 Project Name: Lrw+ Lt Cl. Project Location: E6.ryun. AAA I Client: Temp/Weather: tc2' - 0.rsu 3 Project Manager: . 'e{. Ann Time Arrived: Departed: Types of Inspection. fogineerifArchitect authorized changes to the approved pians' ❑Continuous 1 J Periodic [AYes (List below) ❑No gx Inspection Coverage 0 Masonry Rebar Placement ❑Foundation 0 Piles&Piers C Welding&Bolting ❑Soils ®Concrete Placement ❑Fireproofing 0 Other(describe) Description and location of work completed: 1/4 t�.. -tY' ,ALA": t ,� �.'ti • ' t r e Ste't:aY L "t.�1S 1i,:1L4'1 n i +, (cn�-4 4y we v is ii rw rc.R s s. ,. .z,; w _ _ :..,r, �r f Oi^ Summary . Are there any discrepancies noted from today's observations? Eves E1No Are there any outstanding discrepancies on this project? Dyes ONo If yes,see attached summary sheet To the best of our knowledge,work inspected was conducted in accordance with the approved plans,specifications and applicable workmanship provisions of the current IBC,except as noted. Performed By: ,L{l#14... ttiw., ID Number: Date: 3 (0/1-or7 This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. H AU 0 al in 116, aft SERVICES Special Inspection Daily Report City of: -\G1 Report No: Project No: 1 - Date: - -. i Project Nam �� ,,Q\....,,Project Location: Client: - ' - _`'•\- fit " .� 1{'�f� Temp/Weather. .,(;LVia:i,,\ Project Manager: tea► Time Arrived: e.. t3eparted: a _. --rte' ,a ..' r ,.R ttq�' i T s s it rx a4 4 '�'`` fi '`","" :... Nl zr: ,,:. ge.�i...ka.0 yy �` -' �. or�� -,c�;; � �' k ��„.. °�... www.se.±r..t,.:<s MI COntlfU0U5 ❑Periodic �-" N.'d-- r�-�� ,;�� es (List below) � No ` w o, � nm rtz ° fig. k #��4a ► �MaSpnry ❑Rebar Placement � ��" °�"�". �- �. Foundation 0 Piles&Piers []Welding&Bolting Soils ❑Concrete Placement 0 Fireproofing p g ❑Other(describe) Description and location of work completed:1M, _ RA � _ Ilkak A liniabl 00ice " . ` ♦ . minummiminnommicanammemems.... ___11.1111MaltAinilinglit III fi' ° nx a r 4 i '- r`'r ' era ry' t :: 't 8 } �_ te , 4 ,-, , Are there any discrepancies noted from today's observations? "<�; [ Yes K. . Are there any outstanding discrepancies on this project? Eves :kNo If yes,see attached summary sheet To the best of our knowledge,work inspected was conducted in accordance with the approved plans,specification applicable work .nshi sand p provisions of the current IBC,except as noted. Performed By: - - ID Number: Date: This is a preliminary report and is provided solely as evidence that field observations andfor testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. I � AUGO ALO 1/10/14 MI or SERVICES Daily Field Notes •f bject No: r1—C%! Date: S-1 fet:.--1 Report No: • ject Names,-Q INNO.J L-tk tA.vtjk'+ .tJ' Lk.— Project Location: i INN ' Temp/Weather: Sc '+n V\kA. I reject Manager: A'.jC C+r . Time Arrived: Departed: Services Performed 74j Compaction Testing ❑Concrete Testing ❑Cylinder Pickup LI Rebar Inspection ❑Proctor Pickup Ill DCP nOther(describe) Density Testing _. - Tested: CMass Grading ►�Building Pad LIWatl Backfill Q Slab Subgrade [Parking/Waiks Utilities ❑Roadways ■ Bituminous C Other(describe) i thod: Nuclear ❑Sandcone I Number of tests: t.,_) +`J Fill Source: ❑On-site Imported Its taken met specifications? ❑Yes Q No acting for Proctor results 1.1 ghtractor notified of test results? Yes ❑N10 Name of person notified: , Concrete Testing Information 7-as Tested: ❑Footing ❑ Slab on Grade ❑ Deck ❑ Columns/Piers ❑ Walls al Pile Cap/Pile Fill ❑Pavement E Curb&Gutter ❑ Other(describe) mber of Placements: ( Yards per placement: l Method of placement: I£ et# Cylinder Size Air% Slump Temp Mix Supplier Spec.Strength Work Order# r3 L.•ntractor notified of test results? ❑ Yes Q No Name of person notified: Comments/Remarks iExplcin a;it conecrns,prob Br s o: t_r s ?'oc ,i ;ILe:,; NI as everything available to test/observe? ■, -s ONo Were there any delays?(Explain below if yes) ( Yes 1 • III rha -s a copy of this report left on site? fes ❑No If so whom was it submitted to: Y") e<, e. • is mments/Remarks: ._ ti , . - , is �a� �` a � y,.�.,�+,�.��,y,1 ,fie ; � ^q..h�.:, II` Skt•- bv't �1 '�.7'�`\"�-y a �3'�' VVi+'a�`1 es)c,.. 0.. r t 0v-c)c) ct-cdoras - .,-j l v-- h cams n-- k LIt. tl 4 t. .__ a _ A .r VOL& rformed Reviewed By: Date: ' is is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or commendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report; | � ^ [ U ' i-iAUG13 Kjh/kja 4-5-09 ® IL r SERVICES Daily Field Notes Project No: 17-0133 Date:4/7/17 Project Name: Lemay Lake Club House Project Location: Eagan,MN Client: Mandel Group Temp/Weather: Project Manager:Jeff Haydon Time Arrived:7:00am Departed: 8:00am Services Performed ['Compaction Testing ❑Concrete Testing ®Cylinder Pickup ❑Proctor Pickup ['Masonry Pickup ❑DCP ❑Rebar Inspection ['Other(describe) Density Testing Areas Tested: ['Mass Grading ['Building Pad Wall Backfill ❑Slab Subgrade ❑Parking/Walks ['Utilities ['Roadways ❑ Bituminous ❑ Other(describe) Method: ❑ Nuclear ❑Sandcone Number of tests: Fill Source: DOn-site 0 Imported Tests taken met specifications? Dyes ❑No ❑Waiting for Proctor results Contractor notified of test results? ❑Yes ❑No Name of person notified: Concrete Testing Information Areas Tested: ❑ Footing ❑ Slab on Grade ❑ Deck ❑ Columns/Piers ❑ Walls ['Pile Cap/Pile Fill ❑ Pavement ❑ Curb&Gutter ❑ Other(describe) Number of Placements: Yards per placement: Method of placement: Set# Cylinder Size Air% Slump Temp Mix Supplier Spec.Strength Truck/Ticket# Contractor notified of test results? 0 Yes 0 No Name of person notified: Comments/Remarks (Explain any concerns, problems or unusual occurrences) Was everything available to test/observe? Dyes ❑No Were there any delays?(Explain below if yes) Dyes ❑No Was a copy of this report left on site? Dyes ❑No If so whom was it submitted to: Comments/Remarks:Picked up 1 Set of 5 cylinders Performed By:Jimmy Kasang Reviewed By: Date:4/7/17 This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. • HAuc Kjh/kja 4-5-09 ■ s on Daily Field Notes Project No: 17-0133 Date:5/15/17 Project Name: Lemay Lake Club House Project Location: Eagan,MN Client: Mandel Group Temp/Weather: 68/Cloudy Project Manager:Jeff Haydon Time Arrived: Departed: Services Performed ,m ❑Compaction Testing /1 Concrete Testing ❑Cylinder Pickup ❑Proctor Pickup ['Masonry Pickup ❑DCP ®Rebar Inspection ❑Other(describe) Density Testing >tro Areas Tested: Mass Grading ['Building Pad ❑Wall Backfill ❑Slab Subgrade ❑Parking/Walks ▪Utilities ['Roadways ❑ Bituminous ❑ Other(describe) Method: ❑ Nuclear ❑Sandcone Number of tests: Fill Source: DOn-site ❑Imported Tests taken met specifications? ❑Yes D No ❑Waiting for Proctor results Contractor notified of test results? ❑Yes ❑No Name of person notified: Concrete Testing Information Areas Tested: ❑ Footing ❑ Slab on Grade ❑ Deck ❑ Columns/Piers ❑ Walls ['Pile Cap/Pile Fill ® Pavement ❑ Curb&Gutter ❑ Other(describe) Number of Placements: Yards per placement: Method of placement:Chute Set# Cylinder Size Air% Slump Temp Mix Supplier Spec.Strength Truck/Ticket# 3 4 x 8 5.6 4 78 5066F Cemstone 4000 737-4043965 Contractor notified of test results? ® Yes ❑ No Name of person notified: Comments/Remarks(Explain any concerns,problems or unusual occurrent Was everything available to test/observe? ®Yes ❑No Were there any delays?(Explain below if yes) ❑Yes ®No Was a copy of this report left on site? ❑Yes No If so whom was it submitted to: Comments/Remarks:Inspected rebar for Stoops at 4 to 5 at AA, 1 to 2 at AA.5 to AA.7,6 to 6.3 at CC to CC.4.Tested concrete at 4.5-AA.All tests were in compliance to specifications. Performed By: D. Bayko Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. H U G IIIKjh/kja 4-5-09 as SEFZVICES Daily Field Notes Project No: 17-0133 Date:5/16/17 Project Name: Lemay Lake Club House Project Location: Eagan, MN Client: Mandel Group Temp/Weather: Project Manager:Jeff Haydon Time Arrived: Departed: Services Performed ['Compaction Testing ['Concrete Testing ®Cylinder Pickup ['Proctor Pickup ['Masonry Pickup ❑DCP ❑Rebar Inspection ['Other(describe) Density Testing Areas Tested: ['Mass Grading ['Building Pad ❑Wall Backfill ❑Slab Subgrade ❑Parking/Walks ❑Utilities ['Roadways ❑ Bituminous ❑ Other(describe) Method: ❑ Nuclear 0 Sandcone Number of tests: Fill Source: ❑On-site 0 Imported Tests taken met specifications? ❑Yes ❑No ❑Waiting for Proctor results Contractor notified of test results? ❑Yes ❑No Name of person notified: Concrete Testing Information Areas Tested: ❑ Footing ❑ Slab on Grade ❑ Deck ❑ Columns/Piers ❑ Walls ❑Pile Cap/Pile Fill ❑ Pavement ❑ Curb&Gutter ❑ Other(describe) Number of Placements: Yards per placement: Method of placement: Set# Cylinder Size Air% Slump Temp Mix Supplier Spec.Strength Truck/Ticket# Contractor notified of test results? 0 Yes ❑ No Name of person notified: Comments/Remarks(Explain any concerns, problems or unusual occurrences) Was everything available to test/observe? ❑Yes ❑No Were there any delays?(Explain below if yes) ❑Yes 0 No Was a copy of this report left on site? ❑Yes ZNo If so whom was it submitted to: Comments/Remarks:Picked up cylinder set 3. Performed By: D. Bayko Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. H A LJ G 0 El i c E1. Report of Field Compaction Tests SERVICES Nuclear Method-ASTM D 6938-10 Standard Proctor-ASTM D 698-07 Project No: 17-0133 Project Title: Lemay Lake Club House Client: Mandel Group Test No. 1 2 3 4 5 6 7 8 9 10 Technician Initials MCS MCS MCS MCS MCS MCS MCS MCS MCS MCS Gauge Serial Number 38433 38433 38433 38433 38433 38433 38433 38433 38433 38433 Probe Depth 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" Wet Density(pcf) 146.4 143.9 146.4 144.0 146.2 115.4 114.9 113.0 113.9 117.5 Moisture(pcf) 7.7 7.6 8.8 7.8 8.4 9.5 9.7 8.8 7.9 9.8 In Place Specified Optimum Max Lab Dry In Place Dry Compaction Test No. Date Soil ID No. Classification Moisture Compaction Comments Moisture% Density(pcf) (pcf) Density(pcf) % 1 02/28/17 P-1 SP-SM 8.5 138.0 6 139 101% 95% A 2 02/28/17 P-1 SP-SM 8.5 138.0 6 136 99% 95% A 3 02/28/17 P-1 SP-SM 8.5 138.0 6 138 100% 95% A 4 02/28/17 P-1 SP-SM 8.5 138.0 6 136 99% 95% A 5 02/28/17 P-1 SP-SM 8.5 138.0 6 138 100% 95% A 6 03/01/17 P-2 SP 16.7 107.0 9 106 99% 95% A 7 03/01/17 P-2 SP 16.7 107.0 9 105 98% 95% A 8 03/01/17 P-2 SP 16.7 107.0 8 104 97% 95% A 9 03/01/17 P-2 SP 16.7 107.0 7 106 99% 95% A 10 03/01/17 P-2 SP 16.7 107.0 9 108 101% 95% A Test No. Location: Material Tested Elevation 1 10'N 15'W of SE Pad Corner Building Pad Fill 893 2 20'N 10'W of SE Pad Corner Building Pad Fill 893 3 35'N 20'W of SE Pad Corner Building Pad Fill 895 4 20'N 15'W of SE Pad Corner Building Pad Fill 895 5 30'N 25'W of SE Pad Corner Building Pad Fill 897 6 15'N 60'W of SE Pad Corner Building Pad Fill 892 7 30'N 40'W of SE Pad Corner Building Pad Fill 892 8 10'N 20'E of SW Pad Corner Building Pad Fill 891 9 5'N 10'E of SW Pad Corner Building Pad Fill 893 10 15'N 30%of SW Pad Corner Building Pad Fill 893 A Test results comply with specifications. f + . B Test results do not comply with specifications. Signature: C Test results meet zero air void specifications. Jeff Haydon Sr. Project Manager HALJGD SERVICES ib, I. Report of Field Compaction Tests Nuclear Method-ASTM D 6938-10 Standard Proctor-ASTM D 698-07 Project No: 17-0133 Project Title: Lemay Lake Club House Client: Mandel Group Test No. 11 12 13 14 15 16 17 18 19 20 Technician Initials MCS MCS MCS MCS MCS MCS MCS MCS MCS MCS Gauge Serial Number 38433 38433 38433 38433 38433 38433 38433 38433 38433 38433 Probe Depth 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" Wet Density(pcf) 117.5 113.8 114.6 113.1 114.8 139.2 141.3 139.8 141.2 139.6 Moisture(pcf) 9.9 8.7 7.8 7.9 8.6 8.0 7.6 8.3 6.4 7.6 In Place Specified Optimum Max Lab Dry In Place Dry Compaction Test No. Date Soil ID No. Classification Moisture Compaction Comments Moisture% Density(pcf) (pcf) Density(pcf) 11 03/02/17 P-2 SP 16.7 107.0 9 108 101% 95% A 12 03/02/17 P-2 SP 16.7 107.0 8 105 98% 95% A 13 03/02/17 P-2 SP 16.7 107.0 7 107 100% 95% A 14 03/02/17 P-2 SP 16.7 107.0 8 105 98% 95% A 15 03/02/17 P-2 SP 16.7 107.0 8 106 99% 95% A 16 03/16/17 P-3 SP-SM 8.5 134.8 6 131 97% 95% A 17 03/16/17 P-3 SP-SM 8.5 134.8 6 134 99% 95% A 18 03/16/17 P-3 SP-SM 8.5 134.8 6 132 98% 95% A 19 03/16/17 P-3 SP-SM 8.5 134.8 5 135 100% 95% A 20 03/16/17 P-3 SP-SM 8.5 134.8 6 132 98% 95% A Test No. Location: Material Tested Elevation 11 10'N 15'E of SW Pad Corner Building Pad Fill 895 12 20'N 20'E of SW Pad Corner Building Pad Fill 895 13 10'S 10'E of NW Pad Corner Building Pad Fill 896 14 15'S 25'E of NW Pad Corner Building Pad Fill 896 15 20'S 30'W of NE Pad Corner Building Pad Fill 896 16 2'N 10'E of NW Building Corner Building Pad Fill 893 17 2'N 30'E of NW Building Corner Building Pad Fill 894 18 20'S 2'E of NE Building Corner Building Pad Fill 894 19 2'S 10'W of SE Building Corner Building Pad Fill 896 20 2'S 15'E of NW Building Corner Building Pad Fill 895 A Test results comply with specifications. r . 41,.,,, - B Test results do not comply with specifications. Signature: C Test results meet zero air void specifications. Jeff Haydon Sr. Project Manager H AU G 0 Report of Field Compaction Tests SE RVI C E Nuclear Method-ASTM D 6938-10 Standard Proctor-ASTM D 698-07 Project No: 17-0133 Project Title: Lemay Lake Club House Client: Mandel Group Test No. 21 22 23 Technician Initials MCS MCS MCS Gauge Serial Number 38433 38433 38433 Probe Depth 12" 12" 12" Wet Density(pcf)` 141.2 143.4 138.8 Moisture(pcf) 8.5 8.7 7.6 In Place Specified Optimum Max Lab Dry In Place Dry Compaction Test No. Date Soil ID No. Classification Moisture Compaction Comments Moisture% Density(pcf) Density(pcf) % % 21 03/16/17 P-3 SP-SM 8.5 134.8 6 133 98% 95% A 22 03/16/17 P-3 SP-SM 8.5 134.8 6 135 100% 95% A — 23 03/16/17 P-3 SP-SM 8.5 134.8 6 131 97% 95% A Test No. Location: Material Tested Elevation 21 2'S 20'W of NE Building Corner Building Pad Fill 896 22 2'N 5'W of SE Building Corner Building Pad Fill 895 23 2'N 20'E of SE Building Corner Building Pad Fill 896 A Test results comply with specifications. B Test results do not comply with specifications. Signature: C Test results meet zero air void specifications. Jeff Haydon Sr. Project Manager PROCTOR TEST REPORT 139 13.5%.1 8.0 138 - • 137 - U d T 0 (21 136 • 135 - ZAV for Sp.G. = 2.65 134 7 7.5 8 8.5 9 9.5 10 Water content,% Test specification: ASTM D 698-07 Method C Standard ASTM D 4718-87 Oversize Corr.Applied to Each Test Point Eievl Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 SP/SM with Gravel 2.650 23.9 7.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 138.0 pcf 131.2 pcf SP/SM with Gravel Light Brown Optimum moisture=8.5% 10.5 % Project No. 17-0133 Client: Mandel Group Remarks: Project: Lemay Lake Club House Assumed Sp.G.of 2.650 Date: 3-2-17 O Location:S.E.Pad Corner Sample Number:P-1 Haugo GeoTechnical Services, LLC Maple Grove, Minnesota Figure Tested By: Roxie PROCTOR TEST REPORT 109 1i 6.77% 107.0 pcll 107 _ • 105 -- — - U C a 0 103 - L_ 101 99 ZAV for Sp.G. = 2.65 12.5 15 17.5 20 22.5 25 27.5 Water content,% Test specification: ASTM D 698-07 Method A Standard Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 SP 2.650 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 107.0 pcf SP Light Brown Optimum moisture= 16.7% Project No. 17-0133 Client: Mandel Group Remarks: Project: Lemay Lake Club House Assumed Sp.G.of 2.650 Date: 3-2-17 O Location:Import Sample Number:P-2 Haugo GeoTechnical Services, LLC Maple Grove, Minnesota Figure Tested By: Roxie PROCTOR TEST REPORT 137 - ::.5% 134.8 pct 135 • 133 0 Q N C N - Z' 0 131 • - - - ZAV for _ Sp.G. = 2.65 • 129 127 7 7.5 8 8.5 9 9.5 10 Water content,% Test specification: ASTM D 698-07 Method C Standard ASTM D 4718-87 Oversize Corr.Applied to Each Test Point Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 SPSM 2.650 20.2 8.4 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 134.8 pcf 128.8 pcf SPSM-w/gravel Optimum moisture=8.5% 10.1 % Project No. 17-0133 Client: Mandel Group Remarks: Project: Lemay Lake Club House Assumed-Sp.G.-of-2.650 Date: 3-20-17 O Location:Import Sample Number:P-3 Haugo GeoTechnical Services, LLC Maple Grove, Minnesota Figure Tested By: Roxie H A U C, ❑ Compressive Strength of Concrete Cylinders SE C'""iV I C E 5 Test Method: ASTM C39 4"x 8" Cylinders Client: Mandel Group Date: 3/6/2017 Project#: 17-0133 Project: Lemay Lake Clubhouse Technician: M. Heiman Set#: 1 Average Compressive Strength At 28 days: 6620 psi Passed Laboratory Data Cylinder: A B C D E Date Received: 3/7/17 3/7/17 3/7/17 3/7/17 3/7/17 Date Tested: 3/13/17 4/3/17 4/3/17 4/3/17 N/A Days Field Cure: 1 1 1 1 1 Days Lab Cure: 6 27 27 27 27 Test Age Days: 7 28 28 28 Hold Maximum Load(lbs): 45200 80740 82570 86340 Area(sq in): 12.57 12.57 12.57 12.57 Comp Strength(psi): 3600 6420 6570 6870 Fracture Type: 5 5 5 5 Design Data Mix Design: 4000 3/4 F Specified Air: N/A Truck#: 857 Supplier: Cemstone Specified Strength(psi): 3000 Ticket#: 156 Contractors: Dering Pierson Field Data Slump(in): 4 Concrete Temp.(°F): 70 Air Content: 1.8% Air Temp.(°F): 62 Liquid Added: None Initial Min Cure Temp.(°F): Sampled From: Pump Discharge Initial Max Cure Temp.(°F): Cylinders per Set: 5 Method of Placement: Pump Sample Location: Grid 1-DD Pour Location: Clubhouse Strip Footings Break Remarks: The average 28 day test result meets or exceeds the specified strength. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 XI !ail 2NNN ill \ 7 7 '\ Fracture Types HA GO Compressive Strength of Concrete Cylinders ■ SERVICES ICES Test Method: ASTM C39 4"x 8" Cylinders Client: Mandel Group Date: 4/6/2017 Project#: 17-0133 Project: Lemay Lake Clubhouse Technician: M. Heiman Set#: 2 Average Compressive Strength At 28 days: 7260 psi Passed Laboratory Data Cylinder: A B C D E Date Received: 4/7/17 4/7/17 4/7/17 4/7/17 4/7/17 Date Tested: 4/13/17 5/4/17 5/4/17 5/4/17 N/A Days Field Cure: 1 1 1 1 1 Days Lab Cure: 6 27 27 27 27 Test Age Days: 7 28 28 28 Hold Maximum Load (lbs): 72490 79860 95100 98830 Area (sq in): 12.57 12.57 12.57 12.57 Comp Strength (psi): 5770 6350 7570 7860 Fracture Type: 5 5 5 5 Design Data Mix Design: 5067PF Specified Air: N/A Truck#: 867 Supplier: Cemstone Specified Strength(psi): 4000 Ticket#: 4008411 Contractors: Dering Pierson Field Data Slump(in): 61/2 Concrete Temp.(°F): 70 Air Content: 2.2% Air Temp.(°F): 42 Liquid Added: None Initial Min Cure Temp.(°F): Sampled From: Chute Initial Max Cure Temp.(°F): Cylinders per Set: 5 Method of Placement: Pump Sample Location: Grid 6.5-AA Pour Location: Clubhouse Floor Slab Break Remarks: The average 28 day test result meets or exceeds the specified strength. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 X 1 \ 7 7 N\s, Fracture Types H A U G ❑ Compressive Strength of Concrete Cylinders SERVICES Test Method: ASTM C39 4"x 8" Cylinders Client: Mandel Group Date: 5/15/2017 Project#: 17-0133 Project: Lemay Lake Clubhouse Technician: D. Bayko Set#: 3 Average Compressive Strength At 28 days: 7230 psi Passed Laboratory Data Cylinder: A B C D E Date Received: 5/16/17 5/16/17 5/16/17 5/16/17 5/16/17 Date Tested: 5/22/17 6/12/17 6/12/17 6/12/17 N/A Days Field Cure: 1 1 1 1 1 Days Lab Cure: 6 27 27 27 27 Test Age Days: 7 28 28 28 Hold Maximum Load(lbs): 64610 94830 88740 89040 Area(sq in): 12.57 12.57 12.57 12.57 Comp Strength (psi): 5140 7540 7060 7080 Fracture Type: 5 5 5 5 Design Data Mix Design: 5066F Specified Air: 5-7% Truck#: 737 Supplier: Cemstone Specified Strength(psi): 4000 Ticket#: 4043965 Contractors: Dering Pierson Field Data Slump(in): 4 Concrete Temp.(°F): 78 Air Content: 5.6% Air Temp.(°F): 68 Liquid Added: none Initial Min Cure Temp.(°F): Sampled From: Chute Initial Max Cure Temp.(°F): Cylinders per Set: 5 Method of Placement: Chute Sample Location: 4.5-AA Pour Location: Clubhouse Stoops Break Remarks: The average 28 day test result meets or exceeds the specified strength. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 X /L1i \ 7 7 \ Fracture Types UG Compressive Strength of Masonry Samples SE RVI r"+ E L Test Method: ASTM C1019 Grout Core-Fill Testing Client: 0 Date: 3/9/2017 Project#: 17-0133 Project: Lemay Lake Club House Technician: M. Shumaker Set#: 1 Average Compressive Strength At 28 days: 4410 psi Passed Laboratory Data Cylinder: A B C Date Received: 3/10/17 3/10/17 3/10/17 Date Tested: 4/6/17 4/6/17 4/6/17 Days Field Cure: 1 1 1 Days Lab Cure: 27 27 27 Test Age Days: 28 28 28 Maximum Load(lbs): 51750 31310 59160 Area(sq in): 10.69 10.59 10.89 Comp Strength(psi): 4840 2960 5430 Design Data Mix Design: 3298N Specified Strength(psi): 3000 Supplier: Cemstone Truck#: 749 Contractors: Alpha Concrete Ticket#: 128 Field Data Sample Type Grout Core-Fill Mix Temp.(F°): 64 Slump(in): 7 3/4 Air Temp.(F°): 28 Liquid Added: 0 Samples per Set: 3 Sampled From: Chute Method of Placement: Pump Sample Location: SE corner Pour Location: Lemay Lake Clubhouse Break Remarks: The average 28 day test result meets or exceeds the specified strength. i l ', IV U NOV U 7 2016 (11 COMcheck Software Version 4.0.3.1 Afil Interior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2010)Standard CITY COPY Project Title: LEMAY LAKE CLUBHOUSE Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor. 3005 EAGANDALE PLACE EAGAN, MN 55121 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-LODGE(Dining:Bar Lounge/Leisure) 913 0.99 904 2-Office 1427 0.90 1284 3-Exercise Center 824 0.88 725 4-Warehouse 241 0.66 159 Total Allowed Watts= 3072 Proposed Interior Lighting Power A B C D E Fixture ID :Description/Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X 0) Fixture Fixtures Watt. 1-LODGE(Dining:Bar Lounge/Leisure) Compact Fluorescent 1:Twin Tube 8/9W:Electronic: 8 1 72 72 LED 1:LED A Lamp 13W: 1 7 13 91 LED 1:LEO A Lamp 13W: 3 1 39 39 LED 1:LED A Lamp 13W: 1 15 13 195 2-Office Linear Fluorescent 1:48"T8 32W:Electronic: 2 2 64 128 Linear Fluorescent 2:57"15 35W:Electronic: 2 4 70 280 Linear Fluorescent 3:48"18 32W:Electronic: 4 2 64 128 Compact Fluorescent 2:Clrcllne 20W:Magnetic: 1 2 20 40 LED 1:LED A Lamp 13W: 1 9 13 117 LED 1:LED A Lamp 13W: 3 2 26 52 LED 1:LED A Lamp 13W: 4 1 52 52 3-Exercise Center Linear Fluorescent 4:48"T8 32W:Electronic: 6 2 192 384 Linear Fluorescent 5:48"T8 32W:Electronic: 8 2 256 512 4-Warehouse Compact Fluorescent 3:Circline 20W:Magnetic: 1 1 20 20 LED 1:LED A Lamp 13W: 1 6 13 78 Total Proposed Watts= 2188 Project Title: LEMAY LAKE CLUBHOUSE Report date: 10/27/16 Data filename: Untitled.cck Page 1 of 8 Interior Lighting PASSES: Design 29`;, better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1(2010)Standard requirements in COMcheck Version 4.0.3.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: LEMAY LAKE CLUBHOUSE Report date: 10/27/16 Data filename: Untitled.cck Page 2 of 8 IP° COMcheck Software Version 4.0.3.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2010)Standard Project Tide: LEMAY LAKE CLUBHOUSE Project Type: New Construction Exterior Lighting Zone 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: 3005 EAGANDALE PLACE EAGAN,MN 55121 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts 1 Unit Wattage (B X C) Main entry 2 ft of door 20 Yes 40 Illuminated area of facade wall or surface 800 ft2 0.1 No 80 Plaza area 1600 ft2 0.14 Yes 224 Main entry 2 ft of door 20 Yes 40 Total Tradable Watts(a)= 304 Total Allowed Watts= 384 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C 0 E Fixture ID:Description I Lamp I Wattage Per Lamp 1 Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(2 ft of door width):Tradable Wattage LED 1:LED Other Fixture Unit 25W: 1 2 25 50 Illuminated area of facade wall or surface(800 ft2):Non-tradable Wattage LED 2:LED Linear 20W: 1 19 20 380 Plaza area(1600 ft2):Tradable Wattage LED 3:LED Roadway-Parking Unit 130W: 1 2 130 260 Main entry(2 ft of door width):Tradable Wattage LED 4:LED Other Fixture Unit 25W: 1 2 25 50 Total Tradable Proposed Watts= 360 Exterior Lighting PASSES: Design 40% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 90.1(2010)Standard requirements in COMcheck Version 4.0.3.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Project Title: LEMAY LAKE CLUBHOUSE Report date: 10/27/16 Data filename: Untitled.cck Page 3 of 8 COMcheck Software Version 4.0.3.1 Inspection Checklist Energy Code: 90.1 (2010) Standard Requirements: 0.0%were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Compiles? Comments/Assumptions &Req.lD 4.2:2,8.4.;;Plans,specifications,and/or UComplies 1.1,8A:.1. :calculations provide all information `©Does Not 2,$.72:: ._::with which compliance can be 'pNot Observable [PR6) . :determined for the electrical systems ` : and equipment and document where ,DNot Applicable exceptions are claimed.Feeder connectors sized in accordance with approved plans and branch circuits :sized for maximum drop of 3%. 4.2.2,9.4. 'Plans,specifications,and/or DComplies 4,9.7 'calculations provide all information DDoes Not [PRO ;with which compliance can be determined for the interior lighting Not Observable and electrical systems and equipment IONot Applicable and document where exceptions to 'the standard are claimed.Information :provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. 9.7 Plans,specifications,and/or OComplies [Me calculations provide all information ODoes Not .with which compliance can be ONot Observable determined for the exterior lighting and electrical systems and equipment CINot Applicable and document where exceptions to _ the standard are claimed.Information provided should include exterior lighting power calculations,wattage of; bulbs and ballasts,transformers and control devices. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: LEMAY LAKE CLUBHOUSE Report date: 1027/16 Data filename: Untitled.cck Page 5 of 8 Section Rough-In Electrical Inspection Complies? Comments/Assumptions &Req.ID 8.4.2 :At least 50%of all 125 volt 15-and ❑Complies [E11012 20-Amp receptacles are controlled by Oboes Not an automatic control device. ❑Not Observable ONot Applicable 9.4:1:1 Automatic controls to shut off all .❑Complies [EL1i2:. building lighting. Oboes Not ONot Observable ❑Not Applicable ;independent lighting controls installed ;❑Complies [EL2F !per approved lighting plans and all 'Oboes Not ;manual controls readily accessible and: visible to occupants. ONot Observable ONot Applicable 9.4.1.3: • ?Parking garage lighting is equipped ❑Complies [EL11]2. with required lighting controls and Oboes Not • daylight transition zone lighting. ONot Observable, DNot Applicable • 9.4.1.4 :Primary sidelighted areas>=250 ft2 ;❑Complies LEL12)1 are equipped with required lighting !Oboes Not controls. ONot Observable • • ONot Applicable 9.4.1.5 :Enclosed spaces with daylight area '❑Complies [EL13]i under skylights and rooftop monitors ;❑Does Not • >900 ft2 are equipped with required lighting controls. ❑Not Observable ❑Not Applicable 9.4.1:7 !Automatic lighting controls for exterior,❑Complies [EL3]2 ;lighting Installed. ❑Does Not • ONot Observable ONot Applicable 9.4.1.6 'Separate lighting control devices for ❑Complies [EL4]1 :specific uses installed per approved Oboes Not lighting plans. []Not Observable 'ONot Applicable 9.4.2 ;Exit signs do not exceed 5 watts per ;❑Compiles • [EL6]1 face. ❑Does Not ONot Observable ONot Applicable 9.4.3 Exterior grounds lighting over 100 W ;❑Complies [EL7]i provides>60 Im/W unless on motion Oboes Not sensor or fixture is exempt from scope • of code or from external LPD. DNot Observable •ONot Applicable 9.6.2 Additional interior lighting power '❑Complies [EL8]1 :allowed for special functions per the :Oboes Not approved fighting plans and is automatically controlled and ❑Not Observable 'separated from general lighting. !ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LEMAY LAKE CLUBHOUSE Report date: 10/27/16 Data filename: Untitled.cck Page 6 of 8 Section # Final Inspection Complies? Comments/Assumptions &Req.ID 8.7.1 ;Furnished as-built drawings for ❑Complies [FI1613 electric power systems within 30 days '❑Does Not of system acceptance. ❑Not Observable • :❑Not Applicable 8.7.2 :Furnished O&M Instructions for DComplies [F117]3 ;systems and equipment to the .❑Does Not building owner or designated representative. ❑Not Observable ❑Not Applicable 9.2.2.3 interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F11811 ;lighting power is consistent with what ❑Does Not is shown on the approved lighting •plans, demonstrating proposed watts ;❑Not Observable are less than or equal to allowed :❑Not Applicable watts. 9.4.3 `Exterior lighting power is consistent ;❑Complies See the Exterior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ❑Does Not :lighting plans,demonstrating flNot Observable proposed watts are less than or equal 'to allowed watts. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: LEMAY LAKE CLUBHOUSE Report date: 10/27/16 Data filename: Untitled.cck Page 7 of 8 City of Eapali400, CITY COPY October 10`h 2016 Dering Pierson Group LLC 22401 Industrial Boulevard Rogers,MN 55347 Re: Lemay Lake Apartment Clubhouse 3005 Eagandale Place Dear Mr. Pierson; We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report and is limited to the plans that were supplied to the City of Eagan. Unless otherwise noted, all references are to the 2015 Minnesota Building Code(MSBC)which has adopted, with amendments,the 2012 International Building Code. It is our goal that this review will help you in complying with the applicable codes and we are,therefore,requesting that the following items be addressed: (I)J't G7 Complete the statement of special inspections and sub Skil wcsd, Energy compliance forms are missing. The interio ighting d service water heating are needed. 3. Are you removing a possible 5 to 7 feet of fill from ce am areas of the site? 4. Additional accessible parking is needed for the building. 15. Ambulatory stall needed in women's restroom. A. You will need to apply for a separate sign permit. v - d 7. Diaper changing tables cannot be located in bathroom stalls per 2015 the Minnesota Accessibility Code(MNAC) section 603.5. ,/8. A bench is needed in each shower room per MNAC 803.Not only a bench is needed in the Vaccessible shower,which it is,but also in the shower dressing room space adjacent to the shower. 9. Exterior walls do not meet the 2015 Minnesota Energy Code. Walls require a continuous insulation element on either the exterior or interior of the wall. 0. What is"SF-3"on the S-1 plan page(referenced by grid line 7/AA-BB) 1. Structural plans must be signed and dated. For the SW-1 shear walls on the S-1 page, is the entire wall to be built like this or only sections? How are you achieving separation between the A-3 and B occupancy? Adjust occupant load to include pool area. '' �ll 5. Provide information on the outdoor fire place. C t�C 16. Is there a field weld on the entrance canopy("weld diagonal pipe to plate")? .J17. Under applicable building codes change to : ✓1. 2015 Fire Code 4714 2015 Minnesota Plumbing Code A. 2015 Minnesota Mechanical and Fuel Gas code. 44010. Cityof Ea all � Provide two complete sets of the above referenced plans to the building inspection department for further review. If you have any questions concerning this letter,please contact me at(651) 675-5676 Monday through Friday 8:00 am to 4:30 pm or email me at mgrannes@citvofeagan.com. Sincerely, Mike Grannes Senior Building Inspector Cc: Dale Schoeppner,Building Official CITY Michael Grannes From: Michael Grannes Sent: Friday, October 21, 2016 12:40 PM To: mpierson@deringpierson.com Cc: Dale Schoeppner; 'Griffin Jameson' Subject: Lemay Lake Apartment clubhouse Griffen, After reviewing your responses to my plan review letter there are a couple of items that need to be addressed. 1. You must include the occupant load of the pool area to the plumbing fixture calculation.While I agree that 1 occupant per 15 square feet might be excessive in that area,you still will have to use a number that is agreeable to the city for those calculations. 2. If you plan on using the apartment buildings accessible parking, instead of adding additional accessible parking, you will have to show how you are achieving the accessible route requirements. You will still have to have the accessible spot in front of the clubhouse even if you utilize the other accessible apartment building spots. 3. We are still waiting for the interior lighting compliance forms. 4. We are still waiting for the signed statement of special inspections. Let me know if you have any additional questions. cc. Mike Pierson Mike Grannes I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1(651)675-5676 I(651)675- %; n 5694(Fax)I mgrannes(ilcitvofeagan.com iN) THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient.If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 l • 4,‘ y w.-aa architect 11/7/2016 Mike Grannes City Hall - 3820 Pilot Knob Road CiTy c 0 py Eagan, MN 55122 Regarding: Lemay Lake Apartment Clubhouse- Plan Review Letter Continued Comments Below are the comments provided by Mike Grannes via email on 10/21/16. Subsequent responses are indicated by Bold text below the comment. 1. You must include the occupant load of the pool area to the plumbing fixture calculation. While I agree that 1 occupant per 15 square feet might be excessive in that area, you still will have to use a number that is agreeable to the city for those calculations. a. The occupant load of 15 sf/occupant substantially modifies the bathroom requirements when included in the plumbing fixture determination.As this is not a public pool and each tenant has access to their own private bathroom in addition to what is provided in the club house,we are requesting a reduction in the occupant load to 50 sf/occupant for the pool deck area instead. agceZ b. The previous submission did not factor in the pool deck occupant load in the sizing of the plumbing fixtures. i. Previous Plumbing Calculations: Water Closets-2 required (3 provided), Lavatories—2 required (4 provided), Drinking Fountains—1 required (1 provided) ii. Revised Plumbing Calculations with Pool Deck @ 50 sf/occupant:Water Closets—3 required a (2 provided), Lavatories-2 required (4 provided), Drinking Fountains— 1 required (1 provided) 2. If you plan on using the apartment buildings accessible parking, instead of adding additional accessible parking, you will have to show how you are achieving the accessible route requirements. You will still have to have the accessible spot in front of the clubhouse even if you utilize the other accessible apartment building spots. a. See attached map documenting the location of the existing accessible stalls and the current route to the pool. Current site conditions do not provide a dedicated accessible pathway to the pool. Instead,the parking lot and road is the only means for an accessible route to the pool. Our current proposed scheme has been modified to provide two ADA parking stalls adjacent to the new club house building. b. An accessible route through the new club house building will be provided and has been indicated on the plans.Two entries provide accessible access to the pool deck. 6 L 3. We are still waiting for the interior lighting compliance forms. a. Attached. °14 4. We are still waiting for the signed statement of special inspections. a. Will be delivered to city soon. It is understood that the permit will not be issued until this is submitted. 1111 Griffin Jameson Associate Project Manager Kaas Wilson Architects Tel:612.879.6000 1301 American Blvd E.Suite 100,Bloomington,MN 55425 www.kaaswilson.com Page 1 of 1 400 City of Eaaall October 10th 2016 Dering Pierson Group LLC 22401 Industrial Boulevard Rogers,MN 55347 Re: Lemay Lake Apartment Clubhouse 3005 Eagandale Place Dear Mr.Pierson; We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report and is limited to the plans that were supplied to the City of Eagan. Unless otherwise noted, all references are to the 2015 Minnesota Building Code(MSBC)which has adopted, with amendments, the 2012 International Building Code. It is our goal that this review will help you in complying with the applicable codes and we are,therefore,requesting that the following items be addressed: 1. Complete the statement of special inspections and submit. 2. Energy compliance forms are missing. The interior lighting and service water heating are needed. 3. Are you removing a possible 5 to 7 feet of fill from certain areas of the site? 4. Additional accessible parking is needed for the building. 5. Ambulatory stall needed in women's restroom. 6. You will need to apply for a separate sign permit. 7. Diaper changing tables cannot be located in bathroom stalls per 2015 the Minnesota Accessibility Code(MNAC) section 603.5. 8. A bench is needed in each shower room per MNAC 803.Not only a bench is needed in the accessible shower,which it is,but also in the shower dressing room space adjacent to the shower. 9. Exterior walls do not meet the 2015 Minnesota Energy Code. Walls require a continuous insulation element on either the exterior or interior of the wall. 10. What is"SF-3"on the S-1 plan page(referenced by grid line 7/AA-BB) 11. Structural plans must be signed and dated. 12. For the SW-1 shear walls on the S-1 page, is the entire wall to be built like this or only sections? 13. How are you achieving separation between the A-3 and B occupancy? 14. Adjust occupant load to include pool area. 15. Provide information on the outdoor fire place. 16. Is there a field weld on the entrance canopy("weld diagonal pipe to plate")? 17. Under applicable building codes change to : 1. 2015 Fire Code 2. 4714 2015 Minnesota Plumbing Code 3. 2015 Minnesota Mechanical and Fuel Gas code. 40. Cit of Eaaall Provide two complete sets of the above referenced plans to the building inspection department for further review. If you have any questions concerning this letter,please contact me at(651) 675-5676 Monday through Friday 8:00 am to 4:30 pm or email me at mgrannes(ccucityofeagan.com. Sincerely, Mike Grannes Senior Building Inspector Cc: Dale Schoeppner, Building Official I CITY COPYFATWko1 architect - 10/18/2016 Received Mike Grannes OCT 1 8 2016 City Hall - 3820 Pilot Knob Road Eagan, MN 55122 Regarding: Lemay Lake Apartment Clubhouse - Plan Review Letter Below are the comments provided by Mike Grannes to Mike Pierson of Dering Pierson Group via email on 10/11/16.Subsequent responses are indicated by Bold text below the comment. 1. Complete the statement of special inspections and submit. i. Signed and Completed Special Inspections form will be submitted to city. 2. Energy compliance forms are missing. The interior lighting and service water heating are needed. i. Building envelope forms have been completed and are attached.MEP design/build to complete lighting and service water forms. 3. Are you removing a possible 5 to 7 feet of fill from certain areas of the site? i. The owner and the soils engineer have made the decision to excavate and test the soil capacity at the footing locations. In the instance that the soil does not meet required PSI,the soil below the footings will be undercut and replaced with compacted engineered fill. 4. Additional accessible parking is needed for the building. i. Please elaborate on this requirement.We are providing three new parking stalls for the clubhouse building. Per Table 1106.1 of the MN accessibility code,only 1 stall is required under 25 stalls. There are currently 11 existing accessible stalls elsewhere on site that serve the existing apartment buildings. 5. Ambulatory stall needed in women's restroom. i. Stall will be revised to meet ambulatory requirements. 6. You will need to apply for a separate sign permit. i. Understood.Signage permit will be submitted by GC. 7. Diaper changing tables cannot be located in bathroom stalls per 2015 the Minnesota Accessibility Code (MNAC) section 603.5. i. Diaper changing stations will be removed from project completely as they are not required by code. 8. A bench is needed in each shower room per MNAC 803. Not only a bench is needed in the accessible shower, which it is, but also in the shower dressing room space adjacent to the shower. i. A fold down bench has been added in the shower compartments per Section 610.The dressing room area has been removed and no longer requires a bench adjacent to the shower. ,/ 9. Exterior walls do not meet the 2015 Minnesota Energy Code. Walls require a continuous insulation element on either the exterior or interior of the wall. i. Per section C402.1.2—U-Factor Alternative of the MN Energy Code,table C402.1.2 allows for a U-Value of.051 (Zone 6—Wood Frame)for the exterior envelope as an alternative to Table C402.2 which requires exterior continuous insulation. ii. Please refer to attached documentation supporting the weighted average U-Value for the building envelope.The proposed wall assembly has a U-Value of.050,which exceeds the requirements per Table C402.2. iii. Exterior walls will be closed cell spray insulation that has an R-value of 6.5 per inch with a total R-Value of 29.3 or.034 U-Value.Since the exterior wall is not entirely comprised of insulation, the wood framing has been factored into the overall exterior envelope as a weighted average calculation.The values assigned to the R-value for the wood framing have been taken from ASHRAE 90.1 -Appendix A-Table A9.4D of the MN Energy Code. Tel: 612.879.6000 1301 American Blvd E.Suite 100, Bloomington,MN 55425 www.kaaswilson.com Page 1 of 2 ^I. 10. What is "SF-3" on the S-1 plan page (referenced by grid line 7/AA-BB) i. SF-3 has been added to footing schedule. 1 1. Structural plans must be signed and dated. i. Structural plans have been signed and dated. 12. For the SW-1 shear walls on the S-1 page, is the entire wall to be built like this or only sections? i. Unless dimensioned otherwise,the SW-1 tag applies to the entire wall unless it meets a corner or physically stops. 13. How are you achieving separation between the A-3 and B occupancy? i. The building is designed as a non-separated mixed use building per section 508.3. Based on the allowable building heights and areas in Table 503,the A-3 occupancy is the most restrictive in Type V-B (1 story of 6,000 sf).The clubhouse is currently 4,302 sf. ii. In chapter 9,Group A-3 does not require a fire sprinkler system as long as the fire area does not exceed 12,000 SF. iii. For determining means of egress,the net area is totaled less corridors,stairs,toilet rooms, mechanical rooms and closets. 14. Adjust occupant load to include pool area. i. The pool area has two exits that do not require occupants to exit through the clubhouse building. One of these exits will discharge on to an existing exterior sidewalk and serve as an accessible means of egress. ii. New illumination is included for the pool area. 15. Provide information on the outdoor fire place. i. Outdoor fire pit will be a free standing component. The specific model will be the Paloform Bento Modem fire pit. It will be constructed out of concrete and have an electric ignition, hard- lined gas supply,control timer and an emergency shut off. 16. Is there a field weld on the entrance canopy ( "weld diagonal pipe to plate")? i. Detail has been revised to remove metal clip-on canopy. New canopy will be constructed of wood. 17. Under applicable building codes change to : 1. 2015 Fire Code 2. 4714 2015 Minnesota Plumbing Code 3. 2015 Minnesota Mechanical and Fuel Gas code. a. These items have been corrected. Griffin Jameson Associate Project Manager Kaas Wilson Architects Tel:612.879.6000 1301 American Blvd E,Bloomington,MN 55425 www.kaaswilson.com Page 2 of 2 5 LONE OAK RD CIT YC Cop____ ,,,_ ,, f, y c„ T� _________ N Re elved y II\ / SE 192016 J • G , j ®a in lI 1` V i i I 4 v�� 0-----) 1 c.., i c" I 1 .. EXISTING ,,,40�. BUILDING .v i -__..--d I Illiiiiiir,co i , t it,,to \ NEW CLUBHOUSE � , ® i �' EXISTING EXISTING BUILDING \ I BUILDING � I I 1 I f \ j I ill I I 1 1 QA FIRE HYDRANT TYPE OF CONSTRUCTION: () FIRE ALARM PANEL -RESIDENTIAL=TYPE VB © ELECTRICAL MAIN SHUTOFF N OCCUPANCY CLASSIFACTION QD GAS METER-DESIGN BUILD-TBD -RESIDENTIAL=A-3,BEt) m 0E WATER SHUTOFF a. N Fr. N 44-4 1521 -Lemay Lake Clubhouse Emergency Response Site Plan N r‘ f y - -.• 1, 144,,isiiii,.' 1301 American Blvd E.Suite 100 Project Number. 1521 Revision Number. Bloomington,MN 55425 tel: (612)879-6000 A •„� www.kaaswilson.com Issue Date: 9.10.15 Revision Date: For Office Use i s Permit#: 7e E AGA N oc) .�..� .��. Permit Fee: Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 r , Payment Recvd: Yes No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinoinsoections@citvofeagan.com Plans: Electronic Paper I Plan Submittal:eplans at7cityofeagan.com 2020 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive / Date: 3-101-a( ite Address: �0o [CCCCt.(✓l 2� 6 - Tenant: Suite#: Property Owner Name: Letviyc alt t(LVw_S Phone: Its-1"(1S'-5 3ZN 3 Name: A_s r b Cti .4a c-6.61,14(lit.( License#: -AA CI� (11 Contractor Address: T A,Tu t� edCit : G � � l �, Y � yl�� State:AA(Al Zip✓.53 `l Phone: (I ' c Jr Email: Ct(l e QxS c,S.SO 4 USVti I Q C(/t,(ZiIvt. (\,1• ( OL -� New Construction Addition Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work: .I-V\SN-Ck,q ( ) Irrigation System( yes/—no)(/ RPZ/ PVB) �'yp� of Work :, - • Rain sensors required on irrigation ystems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required-Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 ;„ Average GPM High demand devices?_Yes_No Flushometers—Yes No COMMERCIAL FEES Contract Value$ x.015 $60.00 Permit Fee Minimum II $60.00 PVB/RPZ Permit(includes State Surcharge) $ lQ(J D Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge If the project valuation is over$1 million, please call City for Surcharge $ l.0. 0 O u TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 6Y G.450v. x 4.6-1A Applicant's Printed Name Applicant's Signature Page 1 of 4 1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 buildinainsoections@citvofeagan.com RECEIV7rif JUN30Z010 For Office Use —7 / I '; Permit #: / ' z ( ( / ,) Permit Fee: (L/ , Ly Date Received: \G` t Staff: 2020 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 6/30/2020 Site Address: 3005 Eagandale Place Tenant: Suite #: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Property Owner Name: Mandel Group, Inc Phone: 414-270-2747 Address / City zip: Applicant is: 301 Erie St, Milwaukee, WI 53202 Owner ✓ Contractor Type of Work Description of work: Construction Cost: Emergency replace fire alarm panel 2000'00 Estimated Completion Date: Contractor Name: Electric, Fire & Security License #: EA000583 Address: 4921 Babcock Trail city: Inver Grove Heights State: MN Zip; 55077 Phone: 651-450-0352 contact: Jackie Email: jackie@efsmn.com Work Type New Remodel Addition Other: _ ✓ Alterations _ DESCRIPTION OF WORK: ✓ Commercial Residential Educational FEES $60.00 Permit Fee Minimum 2000.00 Contract Value $ x .01 = 60.00 $Permit Fee Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please = $ Surcharge' call for Surcharge = $ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeauan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the appro ed plan In e case of work which requires a review and approval of plans. x Jackie Slovick Applicant's Printed Name A ,. ' = s gnatu FOR OFFICE USE Reviewed B Date: 4^30^,2e1 Required Inspections: Rough -In x Final Fire Alarm Test EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 I TDD: (651) 454-8535 I FAX: (651) 675-5694 Email: buildinoinsoectionsna citvofeagan.com Plan Submittal: eDlansecitvofeagan. pm For Office Use Permit #: Permit Fee: 8- o 0 Staff: Payment Recvd: Yes _No Plans: — Electronic _ Paper 2020 COMMERCIAL PLUMBING PERMIT APPLICATION 0 Please submit two (2) sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email, CD or flash drive Date: _/ -J. G t3 Site Address: Tenant: . -ivt taw_ I art-i Suite #: J Property Owner _. Name: J CLWL& I(' 1 s-( (,-•.. Phone: Contractor Name: ASS OC a it-ter4t4 Cct ( License #: PL (pLt3 (L( Address: IR5- - L( r_5(k&lt i' ) City: ChA,Vib - State: Alai Zip: s-"S"3 71 _ Phone: 9s-q%5--,5-%®0 EmaiL:(rIe(h€4 ()CkSS ocA'ajgd lud rttcrt.(• Co `ype of 1 ork New Construction Addition Modify Space Work in Right -Of -Way Replacement Repair X Rebuild Description of work: f Z r0ai l i( d ✓ Irrigation System (✓yes / no) ( v i'Z / PVB) by Public Works) passed prior to picking up meter. _ _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed Meter Required - Call Utilities at (651) 675-5200 to verity tests Domestic: Size & Type Fire: 1 Flushometers Yes _No Average GPM High demand devices? Yes _No COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value $ (Pi $-. g, - x .015 $ (�i ®i Permit Fee $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call City for Surcharge $ Surcharge $ TOTAL FEE The following fees may apply when installing a new lawn irrigation system or connecting a new water service. Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Meter Fee $ Radio Read $ State Surcharge = $),. OD TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's webslte at www.citvofeacan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate; that the work will be In conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. n ci,` ".SL - Applicant's Printed Name Applic nt's Signature Page 1 of 4